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HomeMy WebLinkAboutStructural Design Calculation Page 621-76310/2/2021 R.00 fDesi.out 12 0.01 19.51 0.00 0.3 10.33 0.03 RLap 0.03 83 3 51.4 7 2 95ZO75 1 0.00 13.42 0.00 -3.0 8.45 0.36 LLap 0.36 95 ( 49.5) 2 0.00 13.42 0.00 -3.0 8.45 0.36 LLap 0.36 95 3 0.00 13.42 0.00 1.3 8.45 0.16 LLap 0.16 95 e 4 0.00 13.42 0.00 1.3 8.45 0.16 LLap 0.16 95 • 5 0.00 13.42 0.00 -1.2 8.45 0.15 LLap 0.15 95 6 0.00 13.42 0.00 -1.2 8.45 0.15 LLap 0.15 95 7 0.00 13.42 0.00 -3.2 8.45 0.39 LLap 0.39 95 8 0.00 13.42 0.00 -3.2 8.45 0.39 LLap 0.39 95 9 0.02 13.42 0.00 1.4 8.45 0.17 LLap 0.17 95 10 0.02 13.42 0.00 4.0 8.45 0.48 LLap 0.48 95 11 0.02 13.42 0.00 1.4 8.45 0.17 LLap 0.17 95 12 0.02 13.42 0.00 0.3 8.45 0.04 LLap 0.04 95 3 51.4 7 3 95ZO67 1 0.02 15.51 0.00 -1.9 7.13 0.27 LLap 0.27 48 ( 49.5) 2 0.69 15.51 0.04 -1.9 7.13 0.27 LLap 0.32 48 3 0.02 15.51 0.00 0.8 5.69 0.15 LLap 0.15 48 4 0.52 15.51 0.03 0.8 5.69 0.15 LLap 0.18 48 5 0.02 15.51 0.00 -0.8 7.13 0.11 LLap 0.12 48 6 0.52 15.51 0.03 -0.8 7.13 0.11 LLap 0.15 48 7 0.02 15.51 0.00 -2.0 7.13 0.29 LLap 0.29 48 8 0.69 15.51 0.04 -2.0 7.13 0.29 LLap 0.34 48 9 0.05 15.51 0.00 0.9 5.69 0.16 LLap 0.16 48 10 0.03 15.51 0.00 2.5 5.69 0.45 LLap 0.45 48 11 0.03 15.51 0.00 0.9 5.69 0.16 LLap 0.16 48 12 0.05 15.51 0.00 0.2 5.69 0.04 LLap 0.04 48 3. 51.4 7 4 95ZO67 1 -0.11 36.96 0.00 1.4 4.99 0.30 MidS 0.29 78 ( 49.5) 2 0.58 12.78 0.05 1.4 4.99 0.30 MidS 0.34 78 3 -0.08 36.96 0.00 0.9 7.13 0.13 RLap 0.13 78 4 0.44 12.78 0.03 0.9 7.13 0.13 RLap 0.16 78 5 -0.08 36.96 0.00 0.6 4.99 0.12 MidS 0.12 78 6 0.44 12.78 0.03 0.6 4.99 0.12 MidS 0.16 78 7 -0.11 36.96 0.00 1.5 4.99 0.32 MidS 0.31 78 8 0.58 12.78 0.05 1.5 4.99 0.32 MidS 0.36 78 9 0.01 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 10 0.01 12.78 0.00 2.7 7.13 0.38 RLap 0.38 78 it 0.01 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 12 0.01 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 3 51.4 7 5 95ZO67 1 -0.09 36.96 0.00 -2.1 7.13 0.29 LLap 0.29 78 ( 49.5) 2 1.27 12.78 0.10 -2.1 7.13 0.29 LLap 0.39 78 3 -0.07 36.96 0.00 0.9 7.13 0.13 LLap 0.13 78 4 0.95 12.78 0.07 0.9 7.13 0.13 LLap 0.20 78 5 -0.07 36.96 0.00 -0.8 7.13 0.12 LLap 0.12 78 6 0.95 12.78 0.07 -0.8 7.13 0.12 LLap 0.20 78 7 -0.09 36.96 0.00 -2.2 7.13 0.32 LLap 0.31 78 8 1.27 12.78 0.10 -2.2 7.13 0.32 LLap 0.41 78 9 0.06 12.78 0.00 0.9 7.13 0.14 LLap 0.14 78 10 0.04 12.78 0.00 2.7 7.13 0.39 LLap 0.39 78 11 0.04 12.78 0.00 0.9 7.13 0.14 LLap 0.14 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 51.4 7 6 95ZO67 1 -0.22 36.96 0.01 -1.7 7.13 0.25 LLap 0.25 78 ( 49.5) 2 1.16 12.78 0.09 -1.7 7.13 0.25 LLap 0.34 78 3 -0.17 36.96 0.00 0.7 7.13 0.11 LLap 0.11 78 4 0.87 12.78 0.07 0.7 7.13 0.11 LLap 0.18 78 5 -0.17 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 78 6 0.87 12.78 0.07 -0.7 7.13 0.11 LLap 0.17 78 7 -0.22 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 8 1.16 12.78 0.09 -1.9 7.13 0.27 LLap 0.36 78 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 i =1 ij A-621 10/1/2021 R.00 fDesl.D t 10 0.02 12.78 0.00 2.3 7.13 0.33 LLap 0.33 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.12 12 0.03 12.78 0.00 0.1 7.13 0.03 LLap 0.03 3 51.4 7 7 95ZO75 1 -0.22 41.38 0.01 -1.8 8.45 0.21 RLap 0.21 ( 49.5) 2 1.16 15.61 0.07 -1.8 8.45 0.21 RLap 0.29 3 -0.17 41.38 0.00 0.8 8.45 0.09 RLap 0.09 4 0.87 15.61 0.06 0.8 8.45 0.09 RLap 0.15 5 -0.17 41.38 0.00 -0.7 8.45 0.09 RLap 0.09 6 0.87 15.61 0.06 -0.7 8.45 0.09 RLap 0.15 7 -0.22 41.38 0.01 -1.9 8.45 0.23 RLap 0.22 8 1.16 15.61 0.07 -1.9 8.45 0.23 RLap 0.30 9 0.02 15.61 0.00 0.8 8.45 0.10 RLap 0.10 10 0.01 15.61 0.00 2.3 8.45 0.28 RLap 0.28 11 0.01 15.61 0.00 0.8 8.45 0.10 RLap 0.10 12 0.02 15.61 0.00 0.1 8.45 0.02 RLap 0.02 3 51.4 7 8 95Z105 1 -0.22 57.92 0.00 1.6 9.06 0.19 MidS 0.18 ( 49.5) 2 1.16 27.55 0.04 1.6 9.06 0.19 MidS 0.23 3 -0.17 57.92 0.00 0.7 12.95 0.06 LSup 0.06 4 0.87 27.55 0.03 0.7 12.95 0.06 LSup 0.09 5 -0.17 57.92 0.00 0.7 9.06 0.08 MidS 0.08 6 0.87 27.55 0.03 0.7 9.06 0.08 MidS 0.11 7 -0.22 57.92 0.00 1.8 9.06 0.20 MidS 0.20 8 1.16 27.55 0.04 1.8 9.06 0.20 MidS 0.24 9 0.01 27.55 0.00 0.7 12.95 0.06 LSup 0.06 10 0.01 27.55 0.00 2.2 12.95 0.17 LSup 0.17 11 0.01 27.55 0.00 0.7 12.95 0.06 LSup 0.06 -------------------------------------------------------------------------------- 12 0.01 27.55 0.00 0.1 12.95 0.01 LSup 0.01 -------------------------------------------------------------------------------- K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Eave Strut, Longitudinal Load(Wall= 2) 10/ 1/21 12:47pm Bay -Axial_Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- 2 --- 1 -------- 95EO75 ----- 27.75 ---- 1 ----- 5.86 ----- 0.03 ----- 21.18 ----- ---- 0.28 0 2 2 95EO75 29.38 1 0.00 0.00 22.11 0.00 0 2 3 95EO75 14.75 2 5.86 0.43 21.18 0.28 0 2 4 95EO75 24.00 . 2 3.80 0.25 21.18 0.18 0 2 5 95EO75 24.00 2 3.80 0.24 21.18 0.18 0 2 6 95EO75 24.00 2 1.74 0.05 21.18 0.08 0 2 7 95EO75 24.00 2 1.74 0.03 21.18 0.08 0 2 8 95EO75 18.75 2 1.74 0.02 21.18 0.08 0 2 9 95EO75 3.00 2 1.74 0.00 21.18 0.08 0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Eave Strut, Longitudinal Load(Wall= 4) 10/ 1/21 12:47pm Bay -Axial-Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- ---- 4 --- 8 -------- 95EO75 ----- 27.75 ---- 1 ----- 5.86 ----- 0.03 ----- 21.18 ----- 0.28 0 4 7 95EO75 29.38 1 5.86 0.05 21.18 0.28 0 4 6 95EO75 14.75 1 6.22 0.22 21.18 0.29 0 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 71 71 71 71 71 71 71 71 71 71 71 71 A-622 10A1/2021 R00 fAPS2.out y 4 5 95EO75 24.00 1 6.22 0.24 21.18 0.29 0 4 4 95EO75 24.00 1 0.00 0.00 22.11 0.00 0 4 3 95EO75 24.00 2 2.02 0.05 21.18 0.10 0 4 2 95EO75 24.00 2 2.02 0.04 21.18 0.10 0 4 1 95EO75 22.75 2 2.02 0.02 21.18 0.10 0 K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Strut Bolts 10/ 1/21 12:47pm RAFTER CONNECTION: Back_SW Front -SW Location Purlin Eave Strut Eave Strut -------- RF ----------- Welded Clip ----------- Direct Bolt ----------- Direct Bolt EAVE STRUTS: Wall Frm_Line ---- Bolt -Selected --- --- Bolt_Capacity(k) ---- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- 2 --- 1 ---- RF --- 2 ----- A325 ----- 0.500 ---- 1 ----- 5.86 ----- 10.60 ----- 6.30 ----- 0.93 ------- 77 2 2 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 3 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 4 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 5 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 6 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 7 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 8 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 9 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 10 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 4- 1 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 4 2 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 4 3 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 4 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 5 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 6 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 7 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 8 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 9 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 PURLINS: ------ Bolt -Capacity(k)------- Surf Frm_Line Brace ---- Bolt -Selected --- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- 2 --- 1 ---- RF ----- 14.56 --- 2 ----- A307 ----- 0.500 ---- 0 ----- 0.00 ----- 5.30 ----- 0.00 ----- 5.61 ----- 0.00 ------- 71 2 2 RF 14.56 2 A307 0.500 0 0.01 5.30 0.01 11.21 0.00 71 2 3 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 4 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 5 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 2 6 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 2 7 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 8.44 0.18 71 2 8 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 9.45 0.18 71 2 9 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 6.62 0.18 71 2 1 RF 17.47 2 A307 0.500 0 0.00 5.30 0.00 5.61 0.00 71 A-623 10/1/2021 RDD fAPS1.Di ± x Is 2 2 RF 17.47 2 A307 0.500 0 0.02 5.30 0.02 11.21 0.00 71 2 3 RF 17.47 2 A307 0.500 0 1.28 5.30 1.28 8.44 0.24 71 2 4 RF 17.47 2 A307 0.500 0 1.28 5.30 1.28 8.44 0.24 71 2 5 RF 17.47 2 A307 0.500 0 2.25 5.30 2.25 8.44 0.42 71 2 6 RF 17.47 2 A307 0.500 0 2.25 5.30 2.25 8.44 0.42 71 2 7 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 8.44 0.37 71 2 8 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 9.45 0.37 71 2 9 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 6.62 0.37 71 2 1 RF 33.00 2 A307 0.500 0 0.00 5.30 0.00 5.61 0.00 71 2 2 RF 33.00 2 A307 0.500 0 0.02 5.30 0.02 11.21 0.00 71 2 3 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 2 4 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 2 5 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 2 6 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 2 7 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 2 8 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 9.45 0.15 71 2 9 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 6.62 0.15 71 3 1 RF 33.00 2 A307 0.500 0 0.00 5.30 0.00 5.61 0.00 71 3 2 RF 33.00 2 A307 0.500 0 0.02 5.30 0.02 11.21 0.00 71 3 3 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 3 4 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 3 5 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 6 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 7 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 8 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 9.45 0.15 71 3 9 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 6.62 0.15 71 3 1 RF 48.53 2 A307 0.500 0 0.00 5.30 0.00 5.61 0.00 71 3 2 RF 48.53 2 A307 0.500 0 0.02 5.30 0.02 11.21 0.00 71 3 3 RF 48.53 2 A307 0.500 0 1.37 5.30 1.37 8.44 0.26 71 3 4 RF 48.53 2 A307 0.500 0 1.37 5.30 1.37 8.44 0.26 71 3 5 RF 48.53 2 A307 0.500 0 2.53 5.30 2.53 8.44 0.48 71 3 6 RF 48.53 2 A307 0.500 0 2.53 5.30 2.53 8.44 0.48 71 3 7 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 8.44 0.44 71 3 8 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 9.45 0.44 71 3 9 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 6.62 0.44 71 3 1 RF 51.44 2 A307 0.500 0 0.00 5.30 0.00 5.61 0.00 71 3 2 RF 51.44 2 A307 0.500 0 0.01 5.30 0.01 11.21 0.00 71 3 3 RF 51.44 2 A307 0.500 0 0.69 5.30 0.69 8.44 0.13 71 3 4 RF 51.44 2 A307 0.500 0 0.69 5.30 0.69 8.44 0.13 71 3 5 RF 51.44 2 A307 0.500 0 1.27 5.30 1.27 8.44 0.24 71 3 6 RF 51.44 2 A307 0.500 0 1.27 5.30 1.27 8.44 0.24 71 3 7 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 8.44 0.22 71 3 8 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 9.45 0.22 71 3 9 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 6.62 0.22 71 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Panel Zones 10/ 1/21 12:47pm PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- KR6- ----- 0.018 ------- 80.00 -------- 62.00 PURLIN SCREWS: Dia Washer Limit A-624 10AZ/2021 R.00 fpess.out Part (in) (in) (k) -------- ----- ------ ----- PANEL ZONE LAYOUT: -Purlin(ft,in)- Panel Surf ------Zone---------Locate(ft)----Surface(ft)-- Bay Load Min Zone Id Id Description Start End Offsetl Offset2 Id Id Width Thick (ft) ---- ------------------------------------------- --- --- ----- ----- ----- 2 1 Interior 21.60 168.02 21.60 33.11 3 9 2.83 0.067 2.83 2 2 Middle 10.80 178.82 10.80 33.11 3 6 2.92 0.067 2.92 2 7 Lt top corner 0.00 10.80 0.00 3.60 1 1 2.22 0.089 2.42 2 8 Rt top corner 178.82 189.63 0.00 3.60 8 1 2.22 0.105 2.42 2 11 Lt top cor gabl 0.00 3.60 3.60 10.80 1 4 2.42 0.089 2.42 2 12 Rt top cor gabl 186.02 189.63 3.60 10.80 8 4 2.42 0.105 2.42 2 15 Exterior 0.00 189.63 0.00 33.11 3 6 2.92 0.067 2.92 ---- ------------------------------------------- --- --- ----- ----- ----- 3 1 Interior 21.60 168.02 0.00 11.51 3 4 2.83 0.067 2.83 3 2 Middle 10.80 178.82 0.00 22.31 3 6 2.92 0.067 2.92 3 9 Rt bot corner 178.82 189.63 29.51 33.11 8 12 2.22 0.105 2.42 3 10 Lt bot corner 0.00 10.80 29.51 33.11 1 12 2.22 0.089 2.42 3 13 Rt bot cor gabl 186.02 189.63 22.31 29.51 8 9 2.42 0.105 2.42 3 14 Lt bot cor gabl 0.00 3.60 22.31 29.51 1 9 2.42 0.089 2.42 3 15 Exterior 0.00 189.63 0.00 33.11 3 6 2.92 0.067 2.92 PURLIN SCREW CHECK: Wind -------- Limit(k) -------- Surf Zone Screw Suction Load Purlin Panel Screw Max Id Id Space (psf) (k) Pullout Pullover Tension UC ---- ---- ------------ --------------------------- ---- 2 1 0.00 31.76 0.00 2 2 0.00 55.27 0.00 2 7 0.00 99.42 0.00 2 8 0.00 99.42 0.00 2 11 0.00 99.42 0.00 2 12 0.00 99.42 0.00 2 15 0.00 73.06 0.00 ---- ---- ------------ --------------------------- ---- 3 1 0.00 31.76 0.00 3 2 0.00 55.27 0.00 3 9 0.00 99.42 0.00 3 10 0.00 99.42 0.00 3 13 0.00 99.42 0.00 3 14 0.00 99.42 0.00 3 15 0.00 73.06 0.00 K2180744A Weight Summary 10/ 1/21 12:47pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Roof Purlins = 22100.04 Eave Struts = 1740.78 Roof Bracing = 345.77 Wind Bents = 2300.57 Total = 26487.17 K2180744A Warning Summary 10/ 1/21 12:47pm A-625 1O/1J2O21 ROO fDeS1.Out .. No Warnings A-626 10/W2021 SwDeSF:.O1Xt % K2180744A Wall 2 - Design Code STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: Wind Code FBC 20 (IBC 18) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 10/11/21 2:30pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Bypass Girt Layout 10/11/21 2:30pm GIRT LAYOUT: Des Bay Locate Id Id Part ------ --- ----------- 7.50 1 1 95Z099 2 95Z099 3 95Z067 4 95Z075 5 95Z075 6 95Z067 7 95Z067 8 95Z067 ------ --- ----------- 11.00 2 1 95Z105 3 8 95Z075 ------ --- ----------- 13.50 4 1 95Z075 2 95Z075 3 95Z067 4 95Z067 5 95Z067 6 95Z067 7 95Z067 8 95Z067 Bay_Offset Design ---Extend-- ---- Max _Load--- Start End Length Left Right Weight Id UC Report Rot ----- ----- ------ ----- ----- ------ -- ----------- --- 1.67 29.38 27.71 0.00 2.44 170.1 WS 0.95 Mom+Shr D 0.00 29.38 29.38 2.44 2.44 193.3 WS 0.91 Moment D 0.00 14.75 14.75 2.44 2.44 74.9 WS 0.89 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 123.4 WS 0.91 Moment D 0.00 24.00 24.00 2.44 2.44 123.4 WS 0.84 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.97 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.96 Mom+Shr D 0.00 18.75 18.75 2.44 0.00 80.9 WS 0.84 Mom+Shr D ----- ----- ------ ----- ----- ------ -- ----------- --- 1.67 29.38 27.71 0.00 0.00 165.8 WS 1.27 Moment D 0.00 18.75 18.75 0.00 0.00 80.2 WS 0.88 Moment D ----- ----- ------ ----- ----- ------ -- ----------- --- 1.67 29.38 27.71 0.00 2.44 128.9 WS 0.99 Mom+Shr D 0.00 29.38 29.38 2.44 2.44 146.4 WS 1.01 Moment D 0.00 14.75 14.75 2.44 2.44 74.9 WS 0.80 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.82 Moment D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.81 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.75 Mom+Shr D 0.00 24.00 24.00 2.44 2.44 110.3 WS 0.75 Mom+Shr D 0.00 18.75 18.75 2.44 0.00 80.9 WS 0.60 Mom+Shr D WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 5 6 7 8 9 --- --- --- --- --- --- --- --- --- 0 0 0 0 0 0 0 0 0 K2180744A Wall 2 - Girt Design 1 (Locate 7.50) 10/11/21 2:30pm A-627 10/11/2021 SwDesF.out , GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 1 95Z099 7.5000 27.71 2.44 5.50 0 170.1 0.00 0.70 2 95Z099 7.5000 29.38 2.44 2.44 6.75 0 193.3 0.00 0.70 3 95Z067 7.5000 14.75 2.44 2.44 6.75 0 74.9 0.00 0.70 4 95Z075 7.5000 24.00 2.44 2.44 6.75 0 123.4 0.00 0.70 5 95Z075 7.5000 24.00 2.44 2.44 6.75 0 123.4 0.00 0.70 6 95Z067 7.5000 24.00 2.44 2.44 6.75 0 110.3 0.00 0.70 7 95Z067 7.5000 24.00 2.44 2.44 6.75 0 110.3 0.00 0.70 8 95Z067 7.5000 18.75 2.44 5.50 0 80.9 0.00 0.70 986.7 LOAD ID:0.6Wind Pressure ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.39 -2.18 -2.52 0.00 -6.86 9.86 9.91 15.64 2 2.80 2.38 -1.79 -2.31 15.64 9.33 -6.95 16.08 3.22 8.29 3 1.48 1.06 -0.67 -1.10 8.29 5.20 2.00 8.54 3.31 5.47 4 1.90 1.48 -1.88 -2.30 5.47 1.35 -4.89 10.86 5.11 10.19 5 2.16 1.74 -1.61 -2.03 10.19 5.43 -3.19 12.37 4.22 8.66 6 2.07 1.64 -1.71 -2.13 8.66 4.15 -3.55 11.80 4.75 9.44 7 2.15 1.73 -1.62 -2.04 9.44 4.70 -3.81 12.32 3.69 8.16 8 1.77 1.43 -0.90 8.16 4.26 -2.85 12.45 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ---- Id Loc Calc Limit UC Loc --- ---- ------ ----- ---- ---- 1 RLap -2.18 9.81 0.22 RLap 2 LLap 2.38 9.81 0.24 LLap 3 LLap 1.06 3.02 0.35 LLap 4 RLap -1.88 4.24 0.44 RLap 5 LLap 1.74 4.24 0.41 LLap 6 RLap -1.71 3.02 0.57 RLap 7 LLap 1.73 3.02 0.57 LSup 8 LLap 1.43 3.02 0.47 LLap LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) -Moment(f-k)------ -Mom+Shr- Deflect(in) Calc Limit UC Loc UC Calc Limit ------ ----- ---- ---- ---- ----- ----- 9.91 11.96 0.83 RLap 0.86 -0.91 9.33 11.96 0.78 LLap 0.82 -1.08 5.20 6.40 0.81 LLap 0.81 0.28 5.11 8.45 0.60 RLap 0.75 -0.69 5.43 8.45 0.64 LLap 0.76 -0.30 4.75 7.13 0.67 RLap 0.88 -0.44 4.72 7.13 0.66 LLap 0.87 -0.51 4.26 7.13 0.60 LLap 0.76 -0.21 Bay ----- Left_Lap(k) ------ ----- Right_Lap(k) ----- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- - ---- ----- ----- ---- A-628 10ALV2021 swpesF.Out 0 , 1 1.60 2.65 3.12 0.61 2 1.60 2.65 3.12 0.61 1.01 2.65 3.12 0.38 3 0.69 2.65 2.11 0.33 0.53 2.65 2.11 0.25 4 0.59 2.65 2.36 0.25 1.05 2.65 2.36 0.44 5 1.05 2.65 2.36 0.44 0.94 2.65 2.36 0.40 6 0.84 2.65 2.11 0.40 0.97 2.65 2.11 0.46 7 0.97 2.65 2.11 0.46 0.84 2.65 2.11 0.40 8 0.84 2.65 2.11 0.40 LOAD ID:0.6Wind Suction ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.58 2.41 2.79 0.00 7.64 9.83 -10.96 -17.28 2 -3.09 -2.62 1.97 2.55 -17.28 -10.33 7.65 16.09 -3.55 -9.13 3 -1.63 -1.16 0.74 1.21 -9.13 -5.72 -2.21 8.53 -3.65 -6.03 4 -2.10 -1.63 2.07 2.53 -6.04 -1.49 5.39 10.87 -5.63 -11.24 5 -2.39 -1.92 1.78 2.24 -11.24 -5.99 3.51 12.37 -4.66 -9.56 6 -2.28 -1.81 1.89 2.35 -9.56 -4.57 3.92 11.80 -5.24 -10.41 7 -2.38 -1.91 1.79 2.25 -10.41 -5.19 4.20 12.32 -4.07 -9.00 8 -1.95 -1.57 0.99 -9.00 -4.70 3.14 12.45 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 2.41 9.81 0.25 RLap -10.96 11.96 0.92 RLap 0.95 1.02 2 LLap -2.62 9.81 0.27 MidS 7.65 8.37 0.91 LLap 0.90 1.18 3 LLap -1.16 3.02 0.39 LLap, -5.72 7.13 0.80 LLap 0.89 -0.31 4 RLap 2.07 4.24 0.49 MidS 5.39 5.92 0.91 RLap 0.83 0.76 5 LLap -1.92 4.24 0.45 LLap -5.99 8.45 0.71 LLap 0.84 0.33 6 RLap 1.89 3.02 0.62 MidS 3.92 4.99 0.79 RLap, 0.97 0.48 7 LLap -1.91 3.02 0.63 MidS 4.20 4.99 0.84 LLap 0.96 0.56 8 LLap -1.57 3.02 0.52 LLap -4.70 7.13 0.66 LLap 0.84 0.23 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k) ----- Id Calc Shear Bear UC Calc Shear Bear UC 1 1.77 2.65 3.12 0.67 2 1.77 2.65 3.12 0.67 1.11 2.65 3.12 0.42 3 0.76 2.65 2.11 0.36 0.58 2.65 2.11 0.28 4 0.65 2.65 2.36 0.28 1.15 2.65 2.36 0.49 5 1.15 2.65 2.36 0.49 1.04 2.65 2.36 0.44 6 0.92 2.65 2.11 0.44 1.07 2.65 2.11 0.51 7 1.07 2.65 2.11 0.51 0.92 2.65 2.11 0.44 8 0.92 2.65 2.11 0.44 A-629 IOA LV2o21 SwDesF.out DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.46 3.69 0.51 3.69 2 -0.54 3.92 0.59 3.92 3 0.14 1.97 -0.15 1.97 4 -0.35 3.20 0.38 3.20 5 -0.15 3.20 0.16 3.20 6 -0.22 3.20 0.24 3.20 7 -0.25 3.20 0.28 3.20 8 -0.11 2.50 0.12 2.50 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Girt Design 2 (Locate 11.00) 10/11/21 2:30pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 95Z105 11.0000 27.71 3.00 0 165.8 0.00 0.50 165.8 LOAD ID:0.6Wind Pressure ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 1.07 -1.07 0.00 -7.39 13.85 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 1.07 11.72 0.09 MidS -7.39 12.95 0.57 RLap 0.43 -1.49 LOAD ID:0.6Wind Suction ----------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -1.20 1.18 0.00 8.19 13.99 0.00 A-63 0 10/1V2021 SWDes:F.okt A , STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- * 1 LSup -1.20 11.72 0.10 MidS 8.19 6.47 1.27* LLap 0.48 1.65 *WRN(GSM-203) Moment > Limit DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.74 3.69 0.82 3.69 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Girt Design 3 (Locate 11.00) 10/11/21 2:30pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 8 95Z075 11.0000 18.75 3.00 0 80.2 0.00 0.50 80.2 LOAD ID:0.6Wind Pressure GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 8 0.72 -0.72 0.00 -3.39 9.37 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup 0.72 4.24 0.17 MidS -3.39 8.45 0.40 LLap 0.31 -0.43 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- A-631 10/1V2022 sw1>e9F.0ut 8 -0.80 0.80 0.00 3.73 9.37 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 8 LSup -0.80 4.24 0.19 MidS 3.73 4.23 0.88 RLap 0.34 0.48 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 8 -0.22 2.50 0.24 2.50 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Girt Design 4 (Locate 13.50) 10/11/21 2:30pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 1 95Z075 13.5000 27.71 2.44 3.44 0 128.9 0.00 0.70 2 95Z075 13.5000 29.38 2.44 2.44 5.19 0 146.4 0.00 0.70 3 95Z067 13.5000 14.75 2.44 2.44 5.19 0 74.9 0.00 0.70 4 95Z067 13.5000 24.00 2.44 2.44 5.19 0 110.3 0.00 0.70 5 95Z067 13.5000 24.00 2.44 2.44 5.19 0 110.3 0.00 0.70 6 95Z067 13.5000 24.00 2.44 2.44 5.19 0 110.3 0.00 0.70 7 95Z067 13.5000 24.00 2.44 2.44 5.19 0 110.3 0.00 0.70 8 95Z067 13.5000 18.75 2.44 3.44 0 80.9 0.00 0.70 LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: ---------Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 1 0.84 -1.39 -1.61 2 2.07 1.75 -1.52 -1.84 3 1.20 0.87 -0.44 -0.77 4 1.44 1.12 -1.43 -1.75 5 1.65 1.33 -1.22 -1.55 6 1.56 1.24 -1.31 -1:63 7 1.67 1.34 -1.21 -1.53 8 1.13 0.92 -0.52 872.2 -------------- Moment(f-k)--------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -3.97 9.48 7.04 10.70 10.70 6.04 -5.43 15.56 3.19 7.28 7.28 4.76 1.89 9.00 2.62 4.10 4.10 0.97 -3.73 10.84 3.93 7.81 7.81 4.18 -2.43 12.40 3.16 6.53 6.53 3.12 -2.65 11.74 3.77 7.35 7.35 3.69 -3.07 12.51 2.39 5.73 5.73 3.23 -1.54 12.84 0.00 a a STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) A-632 IOALV2021 SWDeSF.out Id Loc Calc Limit UC Loc 1 RLap -1.39 4.24 0.33 RLap 2 LLap 1.75 4.24 0.41 LLap 3 LLap 0.87 3.02 0.29 LLap 4 RLap -1.43 3.02 0.47 RLap 5 LLap 1.33 3.02 0.44 LLap 6 RLap -1.31 3.02 0.43 RLap 7 LLap 1.34 3.02 0.44 LLap 8 LLap 0.92 3.02 0.30 LLap LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ Id Calc Shear Bear UC 1 2 1.10 2.65 2.36 0.46 3 0.70 2.65 2.11 0.33 4 0.42 2.65 2.11 0.20 5 0.80 2.65 2.11 0.38 6 0.67 2.65 2.11 0.32 7 0.75 2.65 2.11 0.36 8 0.59 2.65 2.11 0.28 LOAD ID:0.6Wind Suction Calc Limit UC Loc UC Calc Limit 7.04. 8.45 0.83 RLap 0.90 -0.59 6.04 8.45 0.71 LLap 0.82 -1.15 4.76 6.37 0.75 LLap 0.73 0.26 3.93 7.13 0.55 RLap 0.73 -0.59 4.18 7.13 0.59 LLap 0.73 -0.26 3.77 7.13 0.53 RLap 0.68 -0.32 3.69 7.13 0.52 LLap 0.68 -0.43 3.23 7.13 0.45 LLap 0.55 -0.08 ----- Right_Lap(k) ----- Calc Shear Bear UC 1.10 2.65 2.36 0.46 0.79 2.65 2.36 0.33 0.42 2.65 2.11 0.20 0.80 2.65 2.11 0.38 0.67 2.65 2.11 0.32 0.75 2.65 2.11 0.36 0.59 2.65 2.11 0.28 GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.95 1.54 1.78 0.00 4.42 9.45 -7.78 -11.82 2 -2.29 -1.93 1.67 2.03 -11.82 -6.68 5.98 15.57 -3.51 -8.02 3 -1.32 -0.96 0.49 0.85 -8.02 -5.24 -2.06 8.99 -2.89 -4.52 4 -1.59 -1.23 1.58 1.93 -4.52 -1.07 4.11 10.84 -4.34 -8.61 5 -1.82 -1.46 1.35 1.70 -8.61 -4.61 2.68 12.40 -3.49 -7.21 6 -1.73 -1.37 1.44 1.80 -7.21 -3.44 2.93 11.74 -4.16 -8.11 7 -1.84 -1.48 1.33 1.69 -8.11 -4.06 3.38 12.51 -2.64 -6.32 8 -1.25 -1.01 0.58 -6.32 -3.56 1.70 12.84 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.54 4.24 0.36 RLap -7.78 8.45 0.92 RLap 0.99 0.66 2 LLap -1.93 4.24 0.45 MidS 5.98 5.92 1.01 LLap 0.91 1.27 3 LLap -0.96 3.02 0.32 LLap -5.24 7.13 0.73 LLap 0.80 -0.28 4 RLap 1.58 3.02 0.52 MidS 4.11 4.99 0.82 RLap 0.80 0.66 5 LLap -1.46 3.02 0.48 LLap -4.61 7.13 0.65 LLap 0.81 0.28 6 RLap 1.44 3.02 0.48 MidS 2.93 4.99 0.59 RLap 0.75 0.35 7 LLap -1.48 3.02 0.49 MidS 3.38 4.99 0.68 LLap 0.75 0.48 A-633 10/11/2021 swAeSF.ORt • 8 LLap -1.01 3.02 0.34 LLap -3.56 7.13 0.50 LLap 0.60 0.08 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ Id Calc Shear Bear UC 1 2 1.21 2.65 2.36 0.51 3 0.78 2.65 2.11 0.37 4 0.46 2.65 2.11 0.22 5 0.88 2.65 2.11 0.42 6 0.74 2.65 2.11 0.35 7 0.83 2.65 2.11 0.39 8 0.65 2.65 2.11 0.31 DEFLECTION: (Working Load) ----- Right_Lap(k)----- Calc Shear Bear UC 1.21 2.65 2.36 0.51 0.87 2.65 2.36 0.37 0.46 2.65 2.11 0.22 0.88 2.65 2.11 0.42 0.74 2.65 2.11 0.35 0.83 2.65 2.11 0.39 0.65 2.65 2.11 0.31 Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.30 3.69 0.33 3.69 2 -0.58 3.92 0.63 3.92 3 0.13 1.97 -0.14 1.97 4 -0.30 3.20 0.33 3.20 5 -0.13 3.20 0.14 3.20 6 -0.16 3.20 0.18 3.20 7 -0.22 3.20 0.24 3.20 8 -0.04 2.50 0.04 2.50 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Door Jamb & Header Design 10/11/21 2:30pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- -------------- ------ ----- ------ 1 2 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 2 3 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 3 4 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 4 4 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 5 5 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 A-634 10/11/2021 sVJPes�.out , 6 5 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 7 6 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 8 6 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 9 7 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 10 7 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 11 8 JambL J95C067 7.50 1.50 28.6 JambR J95C067 7.50 1.50 28.6 Sill J95C067 3.00 3.50 11.5 STRENGTH/DEFLECTION: Open Load ---- Shear(k)----- ----- Moment(ft,£-k)----- Mom+ Deflect(in) Id Member Id Calc Limit UC Loc Calc Limit UC Shear Calc Limit ---- ------ ---- ----- ------ ---- ----- ------ ------ ---- ----- ----- ----- 1 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 2 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 3 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 4 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 5 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 6 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 A-635 10/11/2021 SWAesF.out • Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 7 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 B JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 9 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 10 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 11 JambL WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 JambR WP 0.14 3.02 0.05 3.75 -0.27 7.16 0.04 0.00 0.00 1.00 WS -0.16 3.02 0.05 3.75 0.30 7.16 0.04 0.00 0.00 1.00 Sill WP 0.13 3.02 0.04 1.50 -0.10 7.63 0.01 0.00 0.00 0.40 WS 0.15 3.02 0.05 1.50 0.11 7.63 0.01 0.00 0.00 0.40 WP - 0.6Wind_Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: Available Open -----Minor---- ------ Cb------ ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------------- ------------- ------------- ------ 1 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 Sill 3.00 0.00 3.00 1.14 1.14 0.00 0.40 2 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 Sill 3.00 0.00 3.00 1.14 1.14 0.00 0.40 3 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0A 0 0.00 Sill 3.00 0.00 3.00 1.14 1.14 0.00 0.40 4 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 Sill 3.00 0.00 3.00 1.14 1.14 0.00 0.40 5 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 Sill 3.00 0.00 3.00 1.14 1.14 0.00 0.40 6 JambL 7.50 7.50 7.50 1.14 1.14 0.00 0.00 JambR 7.50 7.50 7.50 1.14 1.14 0.00 0.00 A-63 6 10/12/2021 SWAeSF.out i Sill 7 JambL JambR Sill 8 JambL JambR Sill 9 JambL JambR Sill 10 JambL JambR Sill 11 JambL JambR Sill K2180744A 3.00 0.00 3.00 7.50 7.50 7.50 7.50 7.50 7.50 3.00 0.00 3.00 7.50 7.50 7.50 7.50 7.50 7.50 3.00 0.00 3.00 7.50 7.50 7.50 7.50 7.50 7.50 3.00 0.00 3.00 7.50 7.50 7.50 7.50 7.50 7.50 3.00 0.00 3.00 7.50 7.50 7.50 7.50 7.50 7.50 3.00 0.00 3.00 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 Wall 2 - Panel Design (Bay 8) PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height ----------- ---- ----- -------------- ------ 8 KR6- KR2 26.00 80.0 0.44 17.88 MOMENTS & DEFLECTION: 0.00 0.40 0.00 0.00 0:00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.40 10/11/21 2:30pm --------- Moment(£t-lb/ft)--------- Span Locate(ft) Support Midspan ---Deflect(in)-- Id Start End Load Calc Limit UC Calc Limit UC Calc Limit UC ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- * _ 1 0.00 7.50 WP 171.5 138.3 1.24*-145.7 111.7 1.30* -0.4 1.50 0.33 * -- WS -186.0 111.7 1.67* 158.1 138.3 1.14* 0.5 1.50 0.35 * 2 7.50 11.00 WP 171.5 138.3 1.24* 25.0 138.3 0.18 0.0 0.70 0.05 * WS -186.1 111.7 1.67* -27.2 111.7 0.24 -0.0 0.70 0.05 3 11.00 13.50 WP 61.7 138.3 0.45 -24.6 111.7 0.22 0.0 0.50 0.00 WS -67.0 111.7 0.60 26.7 138.3 0.19 0.0 0.50 0.00 4 13.50 17.88 WP 61.7 138.3 0.45 -48.2 111.7 0.43 -0.0 0.88 0.06 WS -67.0 111.7 0.60 52.3 138.3 0.38 0.0 0.88 0.07 WP - 0.6Wind_Pressure WS - 0.6Wind Suction *WRN(PSM-203) Moment > Limit K2180744A Wall 2 - Panel Zones PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- -------------------- 10/11/21 2:30pm A-637 so/LV2021 swpeSF.out KR6- 0.019 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 PANEL ZONE LAYOUT: ------- Girt ------- Zone ------Wall----- Bay Load Min Panel Id Description Offsetl Offset2 Id Locate Width Thick Span ------------------------------- --- ------ ----- ----- ----- 1 Interior 6.60 193.40 3 7.50 6.75 0.067 0.00 2 Lt Edge 0.00 6.60 1 7.50 5.50 0.075 7.50 3 Rt Edge 193.40 200.00 9 0.00 0.00 0.000 0.00 GIRT SCREW CHECK: Wind -------- Limit(k)-------- Zone Screw Suction Load Girt Panel Screw Max Id Space (ps£) (k) Pullout Pullover Tension UC ---- ------------ --------------------------- ---- 1 1.00 34.44 0.23 0.29 0.26 0.75 0.89 2 1.00 42.36 0.23 0.32 0.26 0.75 0:90 3 1.00 42.36 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Weight Summary 10/11/21 2:30pm -------------------- ------------------------------------------------------------ -------------------------------------------------------------------------------- Girts = 2104.92 Jambs/Headers = 756.16 2861.08 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 2 - Warning Summary 10/11/21 2:30pm SIDEWALL GIRT Member WRN(GSM-203): Moment > Limit SIDEWALL PANEL Member WRN(PSM-203): Moment > Limit 10/11/2021 EWDeSR Dut • K2180744A Wall 3 - Design Code 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: Wind Code FBC 20 (IBC 18) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 3 - Column & Rafter Design 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MEMBER SIZES: Member Member--Web_Size---Flange_Size Member Member ---- Max _Load---- Id Locate Part Depth Thick Width Thick Length Weight Id UC Report ------ ----------------- ----- ----- ----- ----- ------ ------ --- ---- ------- Coll 0.8 Co12 17.0 W0913519 9.00 0.134 5.00 0.188 17.2 180.4 33 0.44 Mom+Axl Co13 20.5 W0913519 9.00 0.134 5.00 0.188 17.4 182.7 33 0.64 Mom+Axl Co14 45.5 W0913519 9.00 0.134 5.00 0.188 17.6 184.3 33 0.97 Mom+Axl Co15 65.2 Total= 547.3 DESIGN ACTIONS/STRENGTH: Load ---Axial(k)--- Id Id Calc Limit Co12 1 0.18 54.50 Co12 2 0.18 54.50 Co12 3 0.18 54.50 Co12 4 0.18 54.50 Co12 5 0.18 54.50 Co12 6 0.18 54.50 Co12 7 0.18 54.50 Co12 8 0.18 54.50 Co12 9 0.18 54.50 Co12 10 0.18 54.50 Co12 11 0.18 54.50 Co12 12 0.18 54.50 Co12 13 0.18 54.50 Co12 14 0.18 54.50 Co12 15 0.18 54.50 Co12 16 0.18 54.50 Co12 17 0.18 54.50 Co12 18 0.18 54.50 Co12 19 0.18 54.50 Co12 20 0.18 54.50 ---Shear(k)--- -Moment(f-k)-- Calc Limit Calc Limit 0.00 21.73 0.00 20.14 0.00 21.73 0.00 20.14 0.00 21.73 0.00 20.14 0.00 21.73 0.00 20.14 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 -1.87 21.73 8.03 24.59 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 1.70 21.73 -7.28 25.53 � � J 1OALV2O21 EWDPSR.out 21 0.11 54.50 -2.49 21.73 10.71 24.59 22 0.11 54.50 -2.49 21.73 10.71 24.59 23 0.11 54.50 -2.49 21.73 10.71 24.59 24 0.11 54.50 -2.49 21.73 10.71 24.59 25 0.11 54.50 -2.49 21.73 10.71 24.59 26 0.11 54.50 -2.49 21.73 10.71 24.59 27 0.11 54.50 2.26 21.73 -9.71 25.53 28 0.11 54.50 2.26 21.73 -9.71 25.53 29 0.11 54.50 2.26 21.73 -9.71 25.53 30 0.11 54.50 2.26 21.73 -9.71 25.53 31 0.11 54.50 2.26 21.73 -9.71 25.53 32 0.11 54.50 2.26 21.73 -9.71 25.53 33 0.18 54.50 -2.49 21.73 10.71 24.59 34 0.18 54.50 -2.49 21.73 10.71 24.59 35 0.18 54.50 -2.49 21.73 10.71 24.59 36 0.18 54.50 -2.49 21.73 10.71 24.59 37 0.18 54.50 -2.49 21.73 10.71 24.59 38 0.18 54.50 -2.49 21.73 10.71 24.59 39 0.18 54.50 2.26 21.73 -9.71 25.53 40 0.18 54.50 2.26 21.73 -9.71 25.53 41 0.18 54.50 2.26 21.73 -9.71 25.53 42 0.18 54.50 2.26 21.73 -9.71 25.53 43 0.18 54.50 2.26 21.73 -9.71 25.53 44 0.18 54.50 2.26 21.73 -9.71 25.53 45 0.18 54.50 0.00 21.73 0.00 20.14 46 0.18 54.50 0.00 21.73 0.00 20.14 47 0.18 54.50 0.00 21.73 0.00 20.14 48 0.18 54.50 0.00 21.73 0.00 20.14 49 0.18 54.50 0.00 21.73 0.00 20.14 50 0.18 54.50 0.00 21.73 0.00 20.14 51 0.11 54.50 0.00 21.73 0.00 20.14 52 0.11 54.50 0.00 21.73 0.00 20.14 53 0.18 54.50 0.00 21.73 0.00 20.14 54 0.18 54.50 0.00 21.73 0.00 20.14 55 0.18 54.50 0.00 21.73 0.00 20.14 56 0.18 54.50 0.00 21.73 0.00 20.14 57 0.18 54.50 0.00 21.73 0.00 20.14 58 0.18 54.50 0.00 21.73 0.00 20.14 59 0.18 54.50 0.00 21.73 0.00 20.14 60 0.18 54.50 0.00 21.73 0.00 20.14 61 0.18 54.50 0.00 21.73 0.00 20.14 62 0.18 54.50 0.00 21.73 0.00 20.14 63 0.18 54.50 0.00 21.73 0.00 20.14 64 0.18 54.50 0.00 21.73 0.00 20.14 65 0.11 54.50 0.00 21.73 0.00 20.14 66 0.11 54.50 0.00 21.73 0.00 20.14 67 0.11 54.50 0.00 21.73 0.00 20.14 68 0.11 54.50 0.00 21.73 0.00 20.14 69 0.11 54.50 0.00 21.73 0.00 20.14 70 0.11 54.50 0.00 21.73 0.00 20.14 71 0.18 54.50 0.00 21.73 0.00 20.14 72 0.18 54.50 0.00 21.73 0.00 20.14 73 0.18 54.50 0.00 21.73 0.00 20.14 74 0.18 54.50 0.00 21.73 0.00 20.14 75 0.18 54.50 0.00 21.73 0.00 20.14 76 0.18 54.50 0.00 21.73 0.00 20.14 77 0.18 54.50 0.00 21.73 0.00 20.14 78 0.18 54.50 0.00 21.73 0.00 20.14 10/11/2021 EWDesR Dut 1 0.18 54.50 0.00 21.73 0.00 19.74 2 0.18 54.50 0.00 21.73 0.00 19.74 3 0.18 54.50 0.00 21.73 0.00 19.74 4 0.18 54.50 0.00 21.73 0.00 19.74 5 0.18 54.50 -2.63 21.73 11.45 23.94 6 0.18 54.50 -2.63 21.73 11.45 23.94 7 0.18 54.50 -2.63 21.73 11.45 23.94 8 0.18 54.50 -2.63 21.73 11.45 23.94 9 0.18 54.50 2.39 21.73 -10.38 25.53 10 0.18 54.50 2.39 21.73 -10.38 25.53 11 0.18 54.50 2.39 21.73 -10.38 25.53 12 0.18 54.50 2.39 21.73 -10.38 25.53 13 0.18 54.50 -2.63 21.73 11.45 23.94 14 0.18 54.50 -2.63 21.73 11.45 23.94 15 0.18 54.50 -2.63 21.73 11.45 23.94 16 0.18 54.50 -2.63 21.73 11.45 23.94 17 0.18 54.50 2.39 21.73 -10.38 25.53 18 0.18 54.50 2.39 21.73 -10.38 25.53 19 0.18 54.50 2.39 21.73 -10.38 25.53 20 0.18 54.50 2.39 21.73 -10.38 25.53 21 0.11 54.50 -3.51 21.73 15.26 23.94 22 0.11 54.50 -3.51 21.73 15.26 23.94 23 0.11 54.50 -3.51 21.73 15.26 23.94 24 0.11 54.50 -3.51 21.73 15.26 23.94 25 0.11 54.50 -3.51 21.73 15.26 23.94 26 0.11 54.50 -3.51 21.73 15.26 23.94 27 0.11 54.50 3.18 21.73 -13.84 25.53 28 0.11 54.50 3.18 21.73 -13.84 25.53 29 0.11 54.50 3.18 21.73 -13.84 25.53 30 0.11 54.50 3.18 21.73 -13.84 25.53 31 0.11 54.50 3.18 21.73 -13.84 25.53 32 0.11 54.50 3.18 21.73 -13.84 25.53 33 0.18 54.50 -3.51 21.73 15.26 23.94 34 0.18 54.50 -3.51 21.73 15.26 23.94 35 0.18 54.50 -3.51 21.73 15.26 23.94 36 0.18 54.50 -3.51 21.73 15.26 23.94 37 0.18 54.50 -3.51 21.73 15.26 23.94 38 0.18 54.50 -3.51 21.73 15.26 23.94 39 0.18 54.50 3.18 21.73 -13.84 25.53 40 0.18 54.50 3.18 21.73 -13.84 25.53 41 0.18 54.50 3.18 21.73 -13.84 25.53 42 0.18 54.50 3.18 21.73 -13.84 25.53 43 0.18 54.50 3.18 21.73 -13.84 25.53 44 0.18 54.50 3.18 21.73 -13.84 25.53 45 0.18 54.50 0.00 21.73 0.00 19.74 46 0.18 54.50 0.00 21.73 0.00 19.74 47 0.18 54.50 0.00 21.73 0.00 19.74 48 0.18 54.50 0.00 21.73 0.00 19.74 49 0.18 54.50 0.00 21.73 0.00 19.74 50 0.18 54.50 0.00 21.73 0.00 19.74 51 0.11 54.50 0.00 21.73 0.00 19.74 52 0.11 54.50 0.00 21.73 0.00 19.74 53 0.18 54.50 0.00 21.73 0.00 19.74 54 0.18 54.50 0.00 21.73 0.00 19.74 55 0.18 54.50 0.00 21.73 0.00 19.74 56 0.18 54.50 0.00 21.73 0.00 19.74 57 0.18 54.50 0.00 21.73 0.00 19.74 58 0.18 54.50 0.00 21.73 0.00 19.74 1O/11/2O22 6WDCSR.Out 59 0.18 54.50 0.00 21.73 0.00 19.74 60 0.18 54.50 0.00 21.73 0.00 19.74 61 0.18 54.50 0.00 21.73 0.00 19.74 62 0.18 54.50 0.00 21.73 0.00 19.74 63 0.18 54.50 0.00 21.73 0.00 19.74 64 0.18 54.50 0.00 21.73 0.00 19.74 65 0.11 54.50 0.00 21.73 0.00 19.74 66 0.11 54.50 0.00 21.73 0.00 19.74 67 0.11 54.50 0.00 21.73 0.00 19.74 68 0.11 54.50 0.00 21.73 0.00 19.74 69 0.11 54.50 0.00 21.73 0.00 19.74 70 0.11 54.50 0.00 21.73 0.00 19.74 71 0.18 54.50 0.00 21.73 0.00 19.74 72 0.18 54.50 0.00 21.73 0.00 19.74 73 0.18 54.50 0.00 21.73 0.00 19.74 74 0.18 54.50 0.00 21.73 0.00 19.74 75 0.18 54.50 0.00 21.73 0.00 19.74 76 0.18 54.50 0.00 21.73 0.00 19.74 77 0.18 54.50 0.00 21.73 0.00 19.74 78 0.18 54.50 0.00 21.73 0.00 19.74 1 0.18 54.50 0.00 21.73 0.00 24.21 2 0.18 54.50 0.00 21.73 0.00 24.21 3 0.18 54.50 0.00 21.73 0.00 24.21 4 0.18 54.50 0.00 21.73 0.00 24.21 5 0.18 54.50 -4.24 21.73 18.61 25.53 6 0.18 54.50 -4.24 21.73 18.61 25.53 7 0.18 54.50 -4.24 21.73 18.61 25.53 8 0.18 54.50 -4.24 21.73 18.61 25.53 9 0.18 54.50 3.85 21.73 -16.88 25.53 10 0.18 54.50 3.85 21.73 -16.88 25.53 11 0.18 54.50 3.85 21.73 -16.88 25.53 12 0.18 54.50 3.85 21.73 -16.88 25.53 13 0.18 54.50 -4.24 21.73 18.61 25.53 14 0.18 54.50 -4.24 21.73 18.61 25.53 15 0.18 54.50 -4.24 21.73 18.61 25.53 16 0.18 54.50 -4.24 21.73 18.61 25.53 17 0.18 54.50 3.85 21.73 -16.88 25.53 18 0.18 54.50 3.85 21.73 -16.88 25.53 19 0.18 54.50 3.85 21.73 -16.88 25.53 20 0.18 54.50 3.85 21.73 -16.88 25.53 21 0.11 54.50 -5.65 21.73 24.81 25.53 22 0.11 54.50 -5.65 21.73 24.81 25.53 23 0.11 54.50 -5.65 21.73 24.81 25.53 24 0.11 54.50 -5.65 21.73 24.81 25.53 25 0.11 54.50 -5.65 21.73 24.81 25.53 26 0.11 54.50 -5.65 21.73 24.81 25.53 27 0.11 54.50 5.13 21.73 -22.50 25.53 28 0.11 54.50 5.13 21.73 -22.50 25.53 29 0.11 54.50 5.13 21.73 -22.50 25.53 30 0.11 54.50 5.13 21.73 -22.50 25.53 31 0.11 54.50 5.13 21.73 -22.50 25.53 32 0.11 54.50 5.13 21.73 -22.50 25.53 33 0.18 54.50 -5.65 21.73 24.81 25.53 34 0.18 54.50 -5.65 21.73 24.81 25.53 35 0.18 54.50 -5.65 21.73 24.81 25.53 36 0.18 54.50 -5.65 21.73 24.81 25.53 37 0.18 54.50 -5.65 21.73 24.81 25.53 38 0.18 54.50 -5.65 21.73 24.81 25.53 A-642 10/11/2021 EWAPSR out o Co14 39 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 40 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 41 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 42 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 43 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 44 0.18 54.50 5.13 21.73 -22.50 25.53 Co14 45 0.18 54.50 0.00 21.73 0.00 24.21 Co14 46 0.18 54.50 0.00 21.73 0.00 24.21 Co14 47 0.18 54.50 0.00 21.73 0.00 24.21 Co14 48 0.18 54.50 0.00 21.73 0.00 24.21 Co14 49 0.18 54.50 0.00 21.73 0.00 24.21 Co14 50 0.18 54.50 0.00 21.73 0.00 24.21 Co14 51 0.11 54.50 0.00 21.73 0.00 24.21 Co14 52 0.11 54.50 0.00 21.73 0.00 24.21 Co14 53 0.18 54.50 0.00 21.73 0.00 24.21 Co14 54 0.18 54.50 0.00 21.73 0.00 24.21 Co14 55 0.18 54.50 0.00 21.73 0.00 24.21 Co14 56 0.18 54.50 0.00 21.73 0.00 24.21 Co14 57 0.18 54.50 0.00 21.73 0.00 24.21 Co14 58 0.18 54.50 0.00 21.73 0.00 24.21 Co14 59 0.18 54.50 0.00 21.73 0.00 24.21 Co14 60 0.18 54.50 0.00 21.73 0.00 24.21 Co14 61 0.18 54.50 0.00 21.73 0.00 24.21 Co14 62 0.18 54.50 0.00 21.73 0.00 24.21 Co14 63 0.18 54.50 0.00 21.73 0.00 24.21 Co14 64 0.18 54.50 0.00 21.73 0.00 24.21 Co14 ' 65 0.11 54.50 0.00 21.73 0.00 24.21 Co14 66 0.11 54.50 0.00 21.73 0.00 24.21 Co14 67 0.11 54.50 0.00 21.73 0.00 24.21 Co14 68 0.11 54.50 0.00 .21.73 0.00 24.21 Co14 69 0.11 54.50 0.00 21.73 0.00 24.21 Co14 70 0.11 54.50 0.00 21.73 0.00 24.21 Co14 71 0.18 54.50 0.00 21.73 0.00 24.21 Co14 72 0.18 54.50 0.00 21.73 0.00 24.21 Co14 73 0.18 54.50 0.00 21.73 0.00 24.21 Co14 74 0.18 54.50 0.00 21.73 0.00 24.21 Co14 75 0.18 54.50 0.00 21.73 0.00 24.21 Co14 76 0.18 54.50 0.00 21.73 0.00 24.21 Co14 77 0.18 54.50 0.00 21.73 0.00 24.21 Co14 78 0.18 54.50 0.00 21.73 0.00 24.21 STRENGTH RATIO: Load Axial+ Shear+ Control Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------------- Co12 1 0.00 0.00 0.00 0.00 0.00 Co12 2 0.00 0.00 0.00 0.00 0.00 Co12 3 0.00 0.00 0.00 0.00 0.00 Co12 4 0.00 0.00 0.00 0.00 0.00 Co12 5 0.00 0.09 0.33 0.33 0.33 Co12 6 0.00 0.09 0.33 0.33 0.33 Co12 7 0.00 0.09 0.33 0.33 0.33 Co12 8 0.00 0.09 0.33 0.33 0.33 Co12 9 0.00 0.08 0.29 0.29 0.29 Co12 10 0.00 0.08 0.29 0.29 0.29 Co12 11 0.00 0.08 0.29 0.29 0.29 Co12 12 0.00 0.08 0.29 0.29 0.29 Co12 13 0.00 0.09 0.33 0.33 0.33 A-643 • •I 00'0 00'0 00'0 00'0 00'0 TL ZTOO 00'0 00'0 00'0 00'0 00'0 OL ZIOD 00'0 00'0 00'0 00'0 00'0 69 ZTOO 00'0 00'0 00'0 00'0 00'0 89 ZTOD 00'0 00'0 00'0 00'0 00'0 L9 ZTOO 00'0 00'0 00'0 00'0 00'0 99 ZTOO 00'0 00'0 00'0 00'0 00'0 99 ZTOO 00'0 00'0 00'0 00'0 00'0 69 ZTOO 00'0 00'0 00'0 00'0 00'0 £9 ZTOO 00'0 00'0 00'0 00'0 00'0 Z9 ZTOD 00'0 00'0 00'0 00'0 00'0 T9 ZTOO 00'0 00'0 00'0 00'0 00'0 09 ZTOO 00'0 00'0 00'0 00'0 00'0 69 ZTOO 00'0 00'0 00'0 00'0 00'0 8S ZTOZ) 00'0 00'0 00'0 00'0 00'0 LS ZTOZ) 00'0 00'0 00'0 00'0 00'0 9S ZTOO 00'0 00'0 00'0 00'0 00'0 SS ZTOD 00'0 00'0 00'0 00'0 00'0 6S ZTOO 00'0 00'0 00'0 00'0 00'0 £S ZTOO 00'0 00'0 00'0 00'0 00'0 ZS ZTOO 00'0 00'0 00'0 00'0 00'0 TS ZTOZ) 00'0 00'0 00'0 00'0 00'0 OS ZTOO 00'0 00'0 00'0 00'0 00'0 6b ZTOO 00'0 00'0 00'0 00'0 00'0 86 ZTOZ) 00'0 00'0 00'0 00'0 00'0 L5 ZTOD 00'0 00'0 00'0 00'0 00'0 9b ZTOZ) 00'0 00'0 00'0 00'0 00'0 SDI ZTOO BE'0 8E'0 8£'0 OT'O 00'0 66 ZTOO 8£'0 8E'0 SE'0 OT'O 00'0 Ei ZTOZ) 8E'0 8E'0 8£'0 OT'O 00'0 Zb ZTOD 8£'O 8£'0 8£'0 OT'O 00'0 T5 ZTOO 8£'0 8E'O 8£'0 OT'O 00'0 O6 ZTOO 8£'0 8E'O 8E'0 OT'O 00'0 6£ ZTOZ) 6b'O 6b'0 64'0 TT'O 00'0 8E ZTOO 6b'0 66'0 6b'0 TT'O 00'0 LE ZTOZ) 6b'0 66'0 6b'0 TT'O 00'0 9£ ZTOO bb'O bb'0 6b'0 TT'O 00'0 S£ ZTOZ) bb'0 bb'0 W o TT'O 00'0 b£ ZTOZ) W o 66'0 6b'0 TT'O 00'0 £E ZTOZ) 8E'0 8E'0 8E'0 OT'0 00'0 Z£ ZTOD 8E'0 8£'0 8£'0 OT'O 00'0 TE ZTOJ B£'0 8£'0 8E'0 OT'O 00'0 O£ ZTOO 8E'0 8£'O 8E'O OT'O 00'0 6Z ZTOO 8£'0 8£'0 8E'O OT'O 00'0 8Z ZTOZ) 8£'O 8E'O 8E'O OT'O 00'0 LZ ZTOO bb'0 6b'0 6b'0 TT'O 00'0 9Z ZTOO bb'0 6b'0 66'0 TT'O 00'0 SZ ZTOO W o 6b'0 66'0 TT'O 00'0 4Z ZTOO bb'O 6b'0 66'0 TT'O 00'0 EZ ZTOO W o 6b'0 6b'0 TT'O 00'0 ZZ ZTOO W o 6b'O B6'0 TT'O 00'0 TZ ZTOZ) 6Z'O 6Z'O 6Z'0 80'0 00'0 OZ ZTOO 6Z'O 6Z'O 6Z'O 80'0 00'0 6T ZTOO 6Z'O 6Z'0 6Z'O 80'0 00'0 8T ZTOO 6Z'0 6Z'0 6Z'0 80'0 00'0 LT ZTOO £E'0 E£'0 EE'O 60'0 00'0 9T ZTOO E£'0 E£'0 £E'0 60'0 00'0 ST ZTOO EE'O E£'0 £E'0 60'0 00'0 6T ZTOZ) -1Y10'2iS2QM9 zzoz/=z/oz i0/12/2021 EWAesR.out Co12 72 0.00 0.00 0.00 0.00 0.00 Co12 73 0.00 0.00 0.00 0.00 0.00 Co12 74 0.00 0.00 0.00 0.00 0.00 Co12 75 0.00 0.00 0.00 0.00 0.00 Co12 76 0.00 0.00 0.00 0.00 0.00 Co12 77 0.00 0.00 0.00 0.00 0.00 Co12 78 0.00 0.00 0.00 0.00 0.00 Co13 1 0.00 0.00 0.00 0.00 0.00 Co13 2 0.00 0.00 0.00 0.00 0.00 Co13 3 0.00 0.00 0.00 0.00 0.00 Co13 4 0.00 0.00 0.00 0.00 0.00 Co13 5 0.00 0.12 0.48 0.48 0.48 Co13 6 0.00 0.12 0.48 0.48 0.48 Co13 7 0.00 0.12 0.48 0.48 0.48 Co13 8 0.00 0.12 0.48 0.48 0.48 Co13 9 0.00 0.11 0.41 0.41 0.41 Co13 10 0.00 0.11 0.41 0.41 0.41 Co13 11 0.00 0.11 0.41 0.41 0.41 Co13 12 0.00 0.11 0.41 0.41 0.41 Co13 13 0.00 0.12 0.48 0.48 0.48 Co13 14 0.00 0.12 0.48 0.48 0.48 Co13 15 0.00 0.12 0.48 0.48 0.48 Co13 16 0.00 0.12 0.48 0.48 0.48 Co13 17 0.00 0.11 0.41 0.41 0.41 Co13 18 0.00 0.11 0.41 0.41 0.41 Co13 19 0.00 0.11 0.41 0.41 0.41 Co13 20 0.00 0.11 0.41 0.41 0.41 Co13 21 0.00 0.16 0.64 0.64 0.64 Co13 22 0.00 0.16 0.64 0.64 0.64 Co13 23 0.00 0.16 0.64 0.64 0.64 Co13 24 0.00 0.16 0.64 0.64 0.64 Co13 25 0.00 0.16 0.64 0.64 0.64 Co13 26 0.00 0.16 0.64 0.64 0.64 Co13 27 0.00 0.15 0.54 0.54 0.54 Co13 28 0-.00 0.15 0.54 0.54 0.54 Co13 29 0.00 0.15 0.54 0.54 0.54 Co13 30 0.00 0.15 0.54 0.54 0.54 Co13 31 0.00 0.15 0.54 0.54 0.54 Co13 32 0.00 0.15 0.54 0.54 0.54 Co13 33 0.00 0.16 0.64 0.64 0.64 Co13 34 0.00 0.16 0.64 0.64 0.64 Co13 35 0.00 0.16 0.64 0.64 0.64 Co13 36 0.00 0.16 0.64 0.64 0.64 Co13 37 0.00 0.16 0.64 0.64 0.64 Co13 38 0.00 0.16 0.64 0.64 0.64 Co13 39 0.00 0.15 0.54 0.54 0.54 Co13 40 0.00 0.15 0.54 0.54 0.54 Co13 41 0.00 0.15 0.54 0.54 0.54 Co13 42 0.00 0.15 0.54 0.54 0.54 Co13 43 0.00 0.15 0.54 0.54 0.54 Co13 44 0.00 0.15 0.54 0.54 0.54 Co13 45 0.00 0.00 0.00 0.00 0.00 Co13 46 0.00 0.00 0.00 0.00 0.00 Co13 47 0.00 0.00 0.00 0.00 0.00 Co13 48 0.00 0.00 0.00 0.00 0.00 Co13 49 0.00 0.00 0.00 0.00 0.00 Co13 50 0.00 0.00 0.00 0.00 0.00 Co13 51 0.00 0.00 0.00 0.00 0.00 10/11/2021 EwDPs'R out Co13 52 0.00 0.00 0.00 0.00 0.00 Co13 53 0.00 0.00 0.00 0.00 0.00 Co13 54 0.00 0.00 0.00 0.00 0.00 Co13 55 0.00 0.00 0.00 0.00 0.00 Co13 56 0.00 0.00 0.00 0.00 0.00 Co13 57 0.00 0.00 0.00 0.00 0.00 Co13 58 0.00 0.00 0.00 0.00 0.00 Co13 59 0.00 0.00 0.00 0.00 0.00 Co13 60 0.00 0.00 0.00 0.00 0.00 Co13 61 0.00 0.00 0.00 0.00 0.00 Co13 62 0.00 0.00 0.00 0.00 0.00 Co13 63 0.00 0.00 0.00 0.00 0.00 Co13 64 0.00 0.00 0.00 0.00 0.00 Co13 65 0.00 0.00 0.00 0.00 0.00 Co13 66 0.00 0.00 0.00 0.00 0.00 Co13 67 0.00 0.00 0.00 0.00 0.00 Co13 68 0.00 0.00 0.00 0.00 0.00 Co13 69 0.00 0.00 0.00 0.00 0.00 Co13 70 0.00 0.00 0.00 0.00 0.00 Co13 71 0.00 0.00 0.00 0.00 0.00 Cola 72 0.00 0.00 0.00 0.00 0.00 Co13 73 0.00 0.00 0.00 0.00 0.00 Co13 74 0.00 0.00 0.00 0.00 0.00 Co13 75 0.00 0.00 0.00 0.00 0.00 Co13 76 0.00 0.00 0.00 0.00 0.00 Co13 77 0.00 0.00 0.00 0.00 0.00 Co13 78 0_00 0.00 0.00 0.00 0.00 Co14 1 0.00 0.00 0.00 0.00 0.00 Co14 2 0.00 0.00 0.00 0.00 0.00 Co14 3 0.00 0.00 0.00 0.00 0.00 Co14 4 0.00 0.00 0.00 0.00 0.00 Co14 5 0.00 0.20 0.73 0.73 0.73 Co14 6 0.00 0.20 0.73 0.73 0.73 Co14 7 0.00 0.20 0.73 0.73 0.73 Co14 8 0.00 0.20 0.73 0.73 0.73 Co14 9 0.00 0.18 0.66 0.66 0.66 Co14 10 0.00 0.18 0.66 0.66 0.66 Co14 11 0.00 0.18 0.66 0.66 0.66 Co14 12 0.00 0.18 0.66 0.66 0.66 Co14 13 0.00 0.20 0.73 0.73 0.73 Co14 14 0.00 0.20 0.73 0.73 0.73 Co14 15 0.00 0.20 0.73 0.73 0.73 Co14 16 0.00 0.20 0.73 0.73 0.73 Co14 17 0.00 0.18 0.66 0.66 0.66 Co14 18 0.00 0.18 0.66 0.66 0.66 Co14 19 0.00 0.18 0.66 0.66 0.66 Co14 20 0.00 0.18 0.66 0.66 0.66 Co14 21 0.00 0.26 0.97 0.97 0.97 Co14 22 0.00 0.26 0.97 0.97 0.97 Co14 23 0.00 0.26 0.97 0.97 0.97 Co14 24 0.00 0.26 0.97 0.97 0.97 Co14 25 0.00 0.26 0.97 0.97 0.97 Co14 26 0.00 0.26 0.97 0.97 0.97 Co14 27 0.00 0.24 0.88 0.88 0.88 Co14 28 0.00 0.24 0.88 0.88 0.88 Co14 29 0.00 0.24 0.88 0.88 0.88 Co14 30 0.00 0.24 0.88 0.88 0.88 Co14 31 0.00 0.24 0.88 0.88 0.88 1O/u/2021 EWACSR,. o ut Co14 32 0.00 0.24 0.88 0.88 0.88 Co14 33 0.00 0.26 0.97 0.97 0.97 Co14 34 0.00 0.26 0.97 0.97 0.97 Co14 35 0.00 0.26 0.97 0.97 0.97 Co14 36 0.00 0.26 0.97 0.97 0.97 Co14 37 0.00 0.26 0.97 0.97 0.97 Co14 38 0.00 0.26 0.97 0.97 0.97 Co14 39 0.00 0.24 0.88 0.88 0.88 Co14 40 0.00 0.24 0.88 0.88 0.88 Co14 41 0.00 0.24 0.88 0.88 0.88 Co14 42 0.00 0.24 0.88 0.88 0.88 Co14 43 0.00 0.24 0.88 0.88 0.88 Co14 44 0.00 0.24 0.88 0.88 0.88 Co14 45 0.00 0.00 0.00 0.00 0.00 Co14 46 0.00 0.00 0.00 0.00 0.00 Co14 47 0.00 0.00 0.00 0.00 0.00 Co14 48 0.00 0.00 0.00 0.00 0.00 Co14 49 0.00 0.00 0.00 0.00 0.00 Co14 50 0.00 0.00 0.00 0.00 0.00 Co14 51 0.00 0.00 0.00 0.00 0.00 Co14 52 0.00 0.00 0.00 0.00 0.00 Co14 53 0.00 0.00 0.00 0.00 0.00 Co14 54 0.00 0.00 0.00 0.00 0.00 Co14 55 0.00 0.00 0.00 0.00 0.00 Co14 56 0.00 0.00 0.00 0.00 0.00 Co14 57 0.00 0.00 0.00 0.00 0.00 Co14 58 0.00 0.00 0.00 0.00 0.00 Co14 59 0.00 0.00 0.00 0.00 0.00 Co14 60 0.00 0.00 0.00 0.00 0.00 Co14 61 0.00 0.00 0.00 0.00 0.00 Co14 62 0.00 0.00 0.00 0.00 0.00 Co14 63 0.00 0.00 0.00 0.00 0.00 Co14 64 0.00 0.00 0.00 0.00 0.00 Co14 65 0.00 0.00 0.00 0.00 0.00 Co14 66 0.00 0.00 0.00 0.00 0.00 Co14 67 0.00 0.00 0.00 0.00 0.00 Co14 68 0.00 0.00 0.00 0.00 0.00 Co14 69 0.00 0.00 0.00 0.00 0.00 Co14 70 0.00 0.00 0.00 0.00 0.00 Co14 71 0.00 0.00 0.00 0.00 0.00 Co14 72 0.00 0.00 0.00 0.00 0.00 Co14 73 0.00 0.00 0.00 0.00 0.00 Co14 74 0.00 0.00 0.00 0.00 0.00 Co14 75 0.00 0.00 0.00 0.00 0.00 Co14 76 0.00 0.00 0.00 0.00 0.00 Co14 77 0.00 0.00 0.00 0.00 0.00 Co14 78 0.00 0.00 0.00 0.00 0.00 COLUMN REACTIONS: Load In_Plane --Out_Plane_Horz-- Id Id Vert(k) Horz(k) Base(k) -------- Roof(k) ----- Co12 ---- 1 -------- 0.18 -------- 0.00 0.00 -------- 0.00 Co12 2 0.18 0.00 0.00 0.00 Co12 3 0.18 0.00 0.00 0.00 Co12 4 0.18 0.00 0.00 0.00 Co12 5 0.18 0.00 1.87 1.87 A-647 10/11/2021 Ewpest-md 6 0.18 0.00 1.87 1.87 7 0.18 0.00 1.87 1.87 8 0.18 0.00 1.87 1.87 9 0.18 0.00 -1.70 -1.70 10 0.18 0.00 -1.70 -1.70 11 0.18 0.00 -1.70 -1.70 12 0.18 0.00 -1.70 -1.70 13 0.18 0.00 1.87 1.87 14 0.18 0.00 1.87 1.87 15 0.18 0.00 1.87 1.87 16 0.18 0.00 1.87 1.87 17 0.18 0.00 -1.70 -1.70 18 0.18 0.00 -1.70 -1.70 19 0.18 0.00 -1.70 -1.70 20 0.18 0.00 -1.70 -1.70 21 0.11 0.00 2.49 2.49 22 0.11 0.00 2.49 2.49 23 0.11 0.00 2.49 2.49 24 0.11 0.00 2.49 2.49 25 0.11 0.00 2.49 2.49 26 0.11 0.00 2.49 2.49 27 0.11 0.00 -2.26 -2.26 28 0.11 0.00 -2.26 -2.26 29 0.11 0.00 -2.26 -2.26 30 0.11 0.00 -2.26 -2.26 31 0.11 0.00 -2.26 -2.26 32 0.11 0.00 -2.26 -2.26 33 0.18 0.00 2.49 2.49 34 0.18 0.00 2.49 2.49 35 0.18 0.00 2.49 2.49 36 0.18 0.00 2.49 2.49 37 0.18 0.00 2.49 2.49 38 0.18 0.00 2.49 2.49 39 0.16 0.00 -2.26 -2.26 40 0.18 0.00 -2.26 -2.26 41 0.18 0.00 -2.26 -2.26 42 0.18 0.00 -2.26 -2.26 43 0.18 0.00 -2.26 -2.26 44 0.18 0.00 -2.26 -2.26 45 0.18 0.00 0.00 0.00 46 0.18 0.00 0.00 0.00 47 0.18 0.00 0.00 0.00 48 0.18 0.00 0.00 0.00 49 0.18 0.00 0.00 0.00 50 0.18 0.00 0.00 0.00 51 0.11 0.00 0.00 0.00 52 0.11 0.00 0.00 0.00 53 0.18 0.00 0.00 0.00 54 0.18 0.00 0.00 0.00 55 0.18 0.00 0.00 0.00 56 0.18 0.00 0.00 0.00 57 0.18 0.00 0.00 0.00 58 0.18 0.00 0.00 0.00 59 0.18 0.00 0.00 0.00 60 0.18 0.00 0.00 0.00 61 0.18 0.00 0.00 0.00 62 0.18 0.00 0.00 0.00 63 0.18 0.00 0.00 0.00 10/11/2021 EwAestz.out 64 0.18 0.00 0.00 0.00 65 0.11 0.00 0.00 0.00 66 0.11 0.00 0.00 0.00 67 0.11 0.00 0.00 0.00 68 0.11 0.00 0.00 0.00 69 0.11 0.00 0.00 0.00 70 0.11 0.00 0.00 0.00 71 0.18 0.00 0.00 0.00 72 0.18 0.00 0.00 0.00 73 0.18 0.00 0.00 0.00 74 0.18 0.00 0.00 0.00 75 0.18 0.00 0.00 0.00 76 0.18 0.00 0.00 0.00 77 0.18 0.00 0.00 0.00 78 0.18 0.00 0.00 0.00 1 0.18 0.00 0.00 0.00 2 0.18 0.00 0.00 0.00 3 0.18 0.00 0.00 0.00 4 0.18 0.00 0.00 0.00 5 0.18 0.00 2.63 2.63 6 0.18 0.00 2.63 2.63 7 0.18 0.00 2.63 2.63 8 0.18 0.00 2.63 2.63 9 0.18 0.00 -2.39 -2.39 10 0.18 0.00 -2.39 -2.39 11 0.18 0.00 -2.39 -2.39 12 0.18 0.00 -2.39 -2.39 13 0.18 0.00 2.63 2.63 14 0.18 0.00 2.63 2.63 15 0.18 0.00 2.63 2.63 16 0.18 0.00 2.63 2.63 17 0.18 0.00 -2.39 -2.39 18 0.18 0.00 -2.39 -2.39 19 0.18 0.00 -2.39 -2.39 20 0.18 0.00 -2.39 -2.39 21 0.11 0.00 3.51 3.51 22 0.11 0.00 3.51 3.51 23 0.11 0.00 3.51 3.51 24 0.11 0.00 3.51 3.51 25 0.11 0.00 3.51 3.51 26 0.11 0.00 3.51 3.51 27 0.11 0.00 -3.18 -3.18 28 0.11 0.00 -3.18 -3.18 29 0.11 0.00 -3.18 -3.18 30 0.11 0.00 -3.18 -3.18 31 0.11 0.00 -3.18 -3.18 32 0.11 0.00 -3.18 -3.18 33 0.18 0.00 3.51 3.51 34 0.18 0.00 3.51 3.51 35 0.18 0.00 3.51 3.51 36 0.18 0.00 3.51 3.51 37 0.18 0.00 3.51 3.51 38 0.18 0.00 3.51 3.51 39 0.18 0.00 -3.18 -3.18 40 0.18 0.00 -3.18 -3.18 41 0.18 0.00 -3.18 -3.18 42 0.18 0.00 -3.18 -3.18 43 0.18 0.00 -3.18 -3.18 10/11/2021 EWDESR-Out 44 0.18 0.00 -3.18 -3.18 45 0.18 0.00 0.00 0.00 46 0.18 0.00 0.00 0.00 47 0.18 0.00 0.00 0.00 48 0.18 0.00 0.00 0.00 49 0.18 0.00 0.00 0.00 50 0.18 0.00 0.00 0.00 51 0.11 0.00 0.00 0.00 52 0.11 0.00 0.00 0.00 53 0.18 0.00 0.00 0.00 54 0.18 0.00 0.00 0.00 55 0.18 0.00 0.00 0.00 56 0.18 0.00 0.00 0.00 57 0.18 0.00 0.00 0.00 58 0.18 0.00 0.00 0.00 59 0.18 0.00 0.00 0.00 60 0.18 0.00 0.00 0.00 61 0.18 0.00 0.00 0.00 62 0.18 0.00 0.00 0.00 63 0.18 0.00 0.00 0.00 64 0.18 0.00 0.00 0.00 65 0.11 0.00 0.00 0.00 66 0.11 0.00 0.00 0.00 67 0.11 0.00 0.00 0.00 68 0.11 0.00 0.00 0.00 69 0.11 0.00 0.00 0.00 70 0.11 0.00 0.00 0.00 71 0.18 0.00 0.00 0.00 72 0.18 0.00 0.00 0.00 73 0.18 0.00 0.00 0.00 74 0.18 0.00 0.00 0.00 75 0.18 0.00 0.00 0.00 76 0.18 0.00 0.00 0.00 77 0.18 0.00 0.00 0.00 78 0.18 0.00 0.00 0.00 1 0.18 0.00 0.00 0.00 2 0.18 0.00 0.00 0.00 3 0.18 0.00 0.00 0.00 4 0.18 0.00 0.00 0.00 5 0.18 0.00 4.24 4.24 6 0.18 0.00 4.24 4.24 7 0.18 0.00 4.24 4.24 8 0.18 0.00 4.24 4.24 9 0.18 0.00 -3.85 -3.85 10 0.18 0.00 -3.85 -3.85 11 0.18 0.00 -3.85 -3.85 12 0.18 0.00 -3.85 -3.85 13 0.18 0.00 4.24 4.24 14 0.18 0.00 4.24 4.24 15 0.18 0.00 4.24 4.24 16 0.18 0.00 4.24 4.24 17 0.18 0.00 -3.85 -3.85 18 0.18 0.00 -3.85 -3.85 19 0.18 0.00 -3.85 -3.85 20 0.18 0.00 -3.85 -3.85 21 0.11 0.00 5.65 5.65 22 0.11 0.00 5.65 5.65 23 0.11 0.00 5.65 5.65 A-650 10/11/2021 ewDesR Dut 24 0.11 0.00 5.65 5.65 25 0.11 0.00 5.65 5.65 26 0.11 0.00 5.65 5.65 27 0.11 0.00 -5.13 -5.13 28 0.11 0.00 -5.13 -5.13 29 0.11 0.00 -5.13 -5.13 30 0.11 0.00 -5.13 -5.13 31 0.11 0.00 -5.13 -5.13 32 0.11 0.00 -5.13 -5.13 33 0.18 0.00 5.65 5.65 34 0.18 0.00 5.65 5.65 35 0.18 0.00 5.65 5.65 36 0.18 0.00 5.65 5.65 37 0.18 0.00 5.65 5.65 38 0.18 0.00 5.65 5.65 39 0.18 0.00 -5.13 -5.13 40 0.18 0.00 -5.13 -5.13 41 0.18 0.00 -5.13 -5.13 42 0.18 0.00 -5.13 -5.13 43 0.18 0.00 -5.13 -5.13 44 0.18 0.00 -5.13 -5.13 45 0.18 0.00 0.00 0.00 46 0.18 0.00 0.00 0.00 47 0.18 0.00 0.00 0.00 48 0.18 0.00 0.00 0.00 49 0.18 0.00 0.00 0.00 50 0.18 0.00 0.00 0.00 51 0.11 0.00 0.00 0.00 52 0.11 0.00 0.00 0.00 53 0.18 0.00 0.00 0.00 54 0.18 0.00 0.00 0.00 55 0.18 0.00 0.00 0.00 56 0.18 0.00 0.00 0.00 57 0.18 0.00 0.00 0.00 58 0.18 0.00 0.00 0.00 59 0.18 0.00 0.00 0.00 60 0.18 0.00 0.00 0.00 61 0.18 0.00 0.00 0.00 62 0.18 0.00 0.00 0.00 63 0.18 0.00 0.00 0.00 64 0.18 0.00 0.00 0.00 65 0.11 0.00 0.00 0.00 66 0.11 0.00 0.00 0.00 67 0.11 0.00 0.00 0.00 68 0.11 0.00 0.00 0.00 69 0.11 0.00 0.00 0.00 70 0.11 0.00 0.00 0.00 71 0.18 0.00 0.00 0.00 72 0.18 0.00 0.00 0.00 73 0.18 0.00 0.00 0.00 74 0.18 0.00 0.00 0.00 75 0.18 0.00 0.00 0.00 76 0.18 0.00 0.00 0.00 77 0.18 0.00 0.00 0.00 78 0.18 0.00 0.00 0.00 COLUMN DEFLECTIONS: A-651 10/11/2021 EwAesR.out Load Deflection(in) Id Id Calc Limit Co12 1 0.00 1.72 Co12 2 0.00 1.72 Co12 3 0.00 1.72 Co12 4 0.00 1.72 Co12 5 0.15 1.72 Co12 6 0.15 1.72 Co12 7 0.15 1.72 Co12 8 0.15 1.72 Co12 9 -0.14 1.72 Co12 10 -0.14 1.72 Co12 11 -0.14 1.72 Co12 12 -0.14 1.72 Co12 13 0.15 1.72 Co12 14 0.15 1.72 Co12 15 0.15 1.72 Co12 16 0.15 1.72 Co12 17 -0.14 1.72 Co12 18 -0.14 1.72 Co12 19 -0.14 1.72 Co12 20 -0.14 1.72 Co12 21 0.21 1.72 Co12 22 0.21 1.72 Co12 23 0.21 1.72 Co12 24 0.21 1.72 Co12 25 0.21 1.72 Co12 26 0.21 1.72 Co12 27 -0.19 1.72 Co12 28 -0.19 1.72 Co12 29 -0.19 1.72 Co12 30 -0.19 1.72 Co12 31 -0.19 1.72 Co12 32 -0.19 1.72 Co12 33 0.00 1.72 Co12 34 0.00 1.72 Co12 35 0.00 1.72 Co12 36 0.00 1.72 Co12 37 0.00 1.72 Co12 38 0.00 1.72 Co12 39 0.00 1.72 Co12 40 0.00 1.72 Co12 41 0.00 1.72 Co12 42 0.00 1.72 Co12 43 0.00 1.72 Co12 44 0.00 1.72 Co12 45 0.00 1.72 Co12 46 0.00 1.72 Co12 47 0.00 1.72 Co12 48 0.00 1.72 Co12 49 0.00 1.72 Co12 50 0.00 1.72 Co12 51 0.00 1.72 Co12 52 0.00 1.72 Co13 1 0.00 1.74 Co13 2 0.00 1.74 Co13 3 0.00 1.74 r A-652 10/11/2021 EwDesR,.out 4 0.00 1.74 5 0.23 1.74 6 0.23 1.74 7 0.23 1.74 8 0.23 1.74 9 -0.20 1.74 10 -0.20 1.74 11 -0.20 1.74 12 -0.20 1.74 13 0.23 1.74 14 0.23 1.74 15 0.23 1.74 16 0.23 1.74 17 -0.20 1.74 18 -0.20 1.74 19 -0.20 1.74 20 -0.20 1.74 21 0.30 1.74 22 0.30 1.74 23 0.30 1.74 24 0.30 1.74 25 0.30 1.74 26 0.30 1.74 27 -0.27 1.74 28 -0.27 1.74 29 -0.27 1.74 30 -0.27 1.74 31 -0.27 1.74 32 -0.27 1.74 33 0.00 1.74 34 0.00 1.74 35 0.00 1.74 36 0.00 1.74 37 0.00 1.74 38 0.00 1.74 39 0.00 1.74 40 0.00 1.74 41 0.00 1.74 42 0.00 1.74 43 0.00 1.74 44 0.00 1.74 45 0.00 1.74 46 0.00 1.74 47 0.00 1.74 48 0.00 1.74 49 0.00 1.74 50 0.00 1.74 51 0.00 1.74 52 0.00 1.74 1 0.00 1.76 2 0.00 1.76 3 0.00 1.76 4 0.00 1.76 5 0.37 1.76 6 0.37 1.76 7 0.37 1.76 8 0.37 1.76 9 -0.34 1.76 A-653 10/11/2021 EWDesp-otct Co14 10 -0.34 1.76 Co14 it -0.34 1.76 Co14 12 -0.34 1.76 Co14 13 0.37 1.76 Co14 14 0.37 1.76 Co14 15 0.37 1.76 Co14 16 0.37 1.76 Co14 17 -0.34 1.76 Co14 18 -0.34 1.76 Co14 19 -0.34 1.76 Co14 20 -0.34 1.76 Co14 21 0.50 1.76 Co14 22 0.50 1.76 Co14 23 0.50 1.76 Co14 24 0.50 1.76 Co14 25 0.50 1.76 Co14 26 0.50 1.76 Co14 27 -0.45 1.76 Co14 28 -0.45 1.76 Co14 29 -0.45 1.76 Co14 30 -0.45 1.76 Co14 31 -0.45 1.76 C014 32 -0.45 1.76 Co14 33 0.00 1.76 Co14 34 0.00 1.76 Co14 35 0.00 1.76 Co14 36 0.00 1.76 Co14 37 0.00 1.76 Co14 38 0.00 1.76 Co14 39 0.00 1.76 Co14 40 0.00 1.76 Co14 41 0.00 1.76 Co14 42 0.00 1.76 Co14 43 0.00 1.76 Co14 44 0.00 1.76 Co14 45 0.00 1.76 Co14 46 0.00 1.76 Co14 47 0.00 1.76 Co14 48 0.00 1.76 Co14 49 0.00 1.76 Co14 50 0.00 1.76 Co14 51 0.00 1.76 Co14 52 0.00 1.76 COLUMN/RAFTER KL/R RATIO: Unbrace_Length----KL/R---- Id Major Minor Major Minor ------ ------ ------ ----- ----- Co12 17.2 7.5 52 80 Co13 17.4 7.5 53 80 Co14 17.6 7.5 54 80 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral+Live A-654 so/22/2021 6WDe&R. oltt y 2 - Dead+Collateral 3 - Dead 4 - Dead+Collateral+0.75Live 5 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 6 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 7 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 8 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 9 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 10 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 11 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Longl 12 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 13 - Dead+Collateral+0.45Wind Left2+0.45Wind Suction 14 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction 15 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Longl 16 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long2 17 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Pressure _ 18 - Dead+Collateral+0.45WindRight2+0.45Wind_Pressure 19 - Dead+Collateral+0.45Wind Pressure+0.45Wind Longl 20 - Dead+Collateral+0.45Wind Pressure+0.45Wind_Long2 21 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 22 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 23 - 0.6Dead+0.6Wind Left2+0.6Wind Suction 24 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 26 - 0.6Dead+0.6Wind Suction+0.6Wind Long2 27 - 0.6Dead+0.6Wind Leftl+0.6Wind Pressure 28 - 0.6Dead+0.6Wind Rightl+0.6Wind_Pressure 29 - 0.6Dead+0.6Wind Left2+0.6Wind Pressure 30 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure d 31 - 0.6Dead+0.6Wind_Pressure+0.6Win_Longl 32 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 33 - Dead+0.6Wind_Leftl+0.6Wind_Suction 34 - Dead+0.6Wind_Rightl+0.6Wind_Suction 35 - Dead+0.6Wind_Left2+0.6Wind_Suction 36 - Dead+0.6Wind_Right2+0.6Wind_Suction 37 - Dead+0.6Wind Suction+0.6Wind_Longl 38 - Dead+0.6Wind Suction+0.6Wind Long2 39 - Dead+0.6Wind Leftl+0.6Wind Pressure 40 - Dead+0.6Wind Rightl+0.6Wind_Pressure 41 - Dead+0.6Wind Left2+0.6Wind_Pressure 42 - Dead+0.6Wind Right2+0.6Wind_Pressure 43 - Dead+0.6Wind Pressure+0.6Wind_Longl 44 - Dead+0.6Wind_Pressure+0.6Wind_Long2 45 - Dead+Collateral+0.7Seismic 46 - Dead+Collateral-0.7Seismic 47 - Dead+Collateral+0.75Live+0.52Seismic 48 - Dead+Collateral+0.75Live-0.52Seismic 49 - Dead+Collateral+0.52Seismic 50 - Dead+Collateral-0.52Seismic 51 - 0.6Dead+0.7Seismic 52 - 0.6Dead-0.7Seismic 53 - Dead+Collateral+0.75Live+0.45Wind_Leftl 54 - Dead+Collateral+0.75Live+0.45Wind_Rightl 55 - Dead+Collateral+0.75Live+0.45Wind Left2 56 - Dead+Collateral+0.75Live+0.45Wind_Right2 57 - Dead+Collateral+0.75Live+0.45Wind_Longl 58 - Dead+Collateral+0.75Live+0.45Wind_Long2 59 - Dead+Collateral+0.45Wind Leftl A-655 iO/Zi/2O21 6wDeSR.Out 60 - Dead+Collateral+0.45Wind_Rightl 61 - Dead+Collateral+0.45Wind Left2 62 - Dead+Collateral+0.45Wind_Right2 63 - Dead+Collateral+0.45Wind Longl 64 - Dead+Collateral+0.45Wind_Long2 65 - 0.6Dead+0.6Wind Leftl 66 - 0.6Dead+0.6WindRightl 67 - 0.6Dead+0.6Wind Left2 68 - 0.6Dead+0.6Wind Right2 69 - 0.6Dead+0.6Wind Longl 70 - 0.6Dead+0.6Wind Long2 71 - Dead+0.6Wind_Leftl 72 - Dead+0.6Wind Rightl 73 - Dead+0.6Wind_Left2 74 - Dead+0.6Wind Right2 75 - Dead+0.6Wind_Longl 76 - Dead+0.6Wind Long2 77 - Dead+0.7Seismic 78 - Dead-0.7Seismic Deflection Combinations 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead 4 - Dead+Collateral+0.75Live 5 - Dead+Collateral+0.75Live+0.23Wind_Left2+0.23Wind_Suction 6 - Dead+Collateral+0.75Live+0.23Wind_Right2+0.23Wind_Suction 7 - Dead+Collateral+0.75Live+0.23Wind_Suction+0.23Wind_Longl 8 - Dead+Collateral+0.75Live+0.23Wind Suction+0.23Wind_Long2 9 - Dead+Collateral+0.75Live+0.23Wind Left2+0.23Wind Pressure 10 - Dead+Collateral+0.75Live+0.23Wind_Right2+0.23Wind_Pressure 11 - Dead+Collateral+0.75Live+0.23Wind_Pressure+0.23Wind_Longl 12 - Dead+Collateral+0.75Live+0.23Wind_Pressure+0.23Wind_Long2 13 - Dead+Collateral+0.23Wind Left2+0.23Wind Suction 14 - Dead+Collateral+0.23Wind_Right2+0.23Wind_Suction 15 - Dead+Collateral+0.23Wind_Suction+0.23Wind Longl 16 - Dead+Collateral+0.23Wind_Suction+0.23Wind_Long2 17 - Dead+Collateral+0.23Wind Left2+0.23Wind Pressure 18 - Dead+Collateral+0.23Wind_Right2+0.23Wind_Pressure 19 - Dead+Collateral+0.23Wind_Pressure+0.23Wind_Longl 20 - Dead+Collateral+0.23Wind_Pressure+0.23Wind_Long2 21 - Dead+0.3Wind_Leftl+0.3Wind_Suction 22 - Dead+0.3Wind_Right1+0.3Wind_Suction 23 - Dead+0.3Wind_Left2+0.3Wind_Suction 24 - Dead+0.3Wind_Right2+0.3Wind_Suction 25 - Dead+0.3Wind_Suction+0.3Wind_Longl 26 - Dead+0.3Wind Suction+0.3Wind_Long2 27 - Dead+0.3Wind Leftl+0.3Wind_Pressure 28 - Dead+0.3Wind_Rightl+0.3Wind_Pressure 29 - Dead+0.3Wind_Left2+0.3Wind_Pressure 30 - Dead+0.3Wind_Right2+0.3Wind_Pressure 31 - Dead+0.3Wind_Pressure+0.3Wind_Longl 32 - Dead+0.3Wind_Pressure+0.3Wind_Long2 33 - Dead+Collateral+0.7Seismic 34 - Dead+Collateral-0.7Seismic 35 - Dead+Collateral+0.75Live+0.52Seismic 36 - Dead+Collateral+0.75Live-0.52Seismic 37 - Dead+Collateral+0.52Seismic 38 - Dead+Collateral-0.52Seismic 10/11/2021 EWDPSR out • 39 - 0.6Dead+0.7Seismic 40 - 0.6Dead-0.7Seismic 41 - Dead+Collateral+0.75Live+0.23Wind_Leftl 42 - Dead+Collateral+0.75Live+0.23Wind_Rightl 43 - Dead+Collateral+0.75Live+0.23Wind_Left2 44 - Dead+Collateral+0.75Live+0.23Wind_Right2 45 - Dead+Collateral+0.23Wind_Leftl 46 - Dead+Collateral+0.23Wind_Rightl 47 - Dead+Collateral+0.23Wind_Left2 48 - Dead+Collateral+0.23Wind-Right2 49 - Dead+0.3Wind_Leftl 50 - Dead+0.3Wind_Rightl 51 - Dead+0.3Wind Left2 52 - Dead+0.3Wind Right2 -------------------------------------------------------------------------------- K2180744A Wall 3 - Column Flange Brace 10/11/21 2:32pm COLUMN FLANGE BRACES Column Brace At Id Side Part Girt Id ----- ------------------------ Co12 R L2525105 1 Co13 L L2525105 1 Co14 R L2525105 1 2 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- K2180744A Wall 3 - Base Plate Design 10/11/21 2:32pm DESIGN CONSTANTS: Base Plate Yield = 55.00(ksi) Concrete Bearing = 1.05(ksi) Bolt Shear Stress = 11.60(ksi) Bolt Tension Stress = 21.75(ksi) BASE SIZE: ---------- ----- Base(in)----- --Plate_Size(in)-- ------- Bolts(in)------- Id Type Depth Elev Width Thick Length Type Dia Gage Row ----- ---- ----- ----- ----- ----- ------ ----- ----- ---- --- Co12 S3 9.38 0.0 6.00 0.375 9.75 A36 0.750 3.00 2 Co13 S3 9.38 0.0 6.00 0.375 9.75 A36 0.750 3.00 2 Co14 S3 9.38 0.0 6.00 0.375 9.75 A36 0.750 3.00 2 S3 - Welded Plate BASE REACTIONS: Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max -Shear- Shear Tens Id Load Fy(k) Load Fy(k) Fx(k) Load Fx(k) Load Fx(k) Fy(k) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Co12 1 0.18 1 0.00 0.00 21 2.49 1 0.00 0.00 A-657 10/11/2021 EWDeSR Dut A • Co13 1 0.18 1 0.00 0.00 21 3.51 1 0.00 0.00 Co14 1 0.18 1 0.00 0.00 21 5.65 1 0.00 0.00 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 21 - 0.6Dead+0.6Wind Left1+0.6Wind Suction K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall 3 - Bypass Girt Layout 10/11/21 2:32pm GIRT LAYOUT: Des Bay Bay_Offset Design ---Extend-- ---- Max _Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ 7.50 --- 1 --- 2 -------- 0BZ099 ----- 0.00 ----- 3.50 ------ 3.50 ----- 0.00 ----- 0.00 ------ 16.6 -- WS ---- 1.00 ------- Mom+Shr --- D 3 08Z099 0.00 25.00 25.00 0.00 1.19 124.1 WS 0.99 Mom+Shr D 4 0BZ089 0.00 20.50 20.50 1.19 0.00 92.4 WS 1.02 Mom+Shr D ------ 11.00 --- 2 --- 2 -------- 08Z060 ----- 0.00 ----- 3.50 ------ 3.50 ----- 0.00 ----- 0.00 ------ 10.1 -- WS ---- 0.06 ------- Shear --- D 3 4 08Z089 0.00 20.50 20.50 0.00 0.00 87.3 WS 0.89 Moment D ------ 13.50 --- 4 --- 2 -------- 08Z099 ----- 0.00 ----- 3.50 ------ 3.50 ----- 0.00 ----- 0.00 ------ 16.6 -- WS ---- 1.03 ------- Mom+Shr --- D 3 08Z099 0.00 25.00 25.00 0.00 1.19 124.1 WS 1.02 Mom+Shr D 4 08Z089 0.00 20.50 20.50 1.19 0.00 92.4 WS 0.93 Mom+Shr D WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 0 0 0 0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 3 - Girt Design 1 (Locate 7.50) 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 2 -------- 08Z099 ------- 7.5000 ------ 3.50 ---- ----- ----- 5.50 ----- 0 ------ 16.6 ---- ---- 0.00 0.70 3 OBZ099 7.5000 25.00 1.19 6.75 0 124.1 0.00 0.70 4 08Z089 7.5000 20.50 1.19 5.50 0 92.4 0.00 0.70 233.0 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: --------- Shear(k)----------------------- Moment(f-k)--------------- A -65 8 10/11/2021 EwAesR out Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -2.01 -2.50 0.00 3.73 1.75 7.89 3 2.12 -2.01 -2.22 7.89 -5.02 12.20 6.66 9.17 4 1.90 1.73 -1.00 9.17 7.02 -3.54 13.42 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----= ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -2.50 10.8 0.23 RSup 7.89 8.94 0.88 RSup 0.91 0.00 3 LSup 2.12 10.8 0.20 LSup 7.89 8.94 0.88 LSup 0.90 -0.97 4 LLap 1.73 8.5 0.20 LLap 7.02 7.84 0.90 LLap 0.92 -0.43 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left -Lap ------- ------- Right -Lap ------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 2.03 2.65 3.12 0.77 4 1.83 2.65 2.80 0.69 LOAD ID : 0.6Wind Suction ------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 2.21 2.75 0.00 -4.10 1.75 -8.67 3 -2.33 2.22 2.45 -8.67 5.51 12.18 -7.41 -10.18 4 -2.10 -1.92 1.16 -10.18 -7.79 4.03 13.22 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 2.75 10.8 0.25 RSup -8.67 8.94 0.97 RSup 1.00 0.00 3 LSup -2.33 10.8 0.22 LSup -8.67 8.94 0.97 LSup 0.99 1.07 4 LLap -1.92 8.5 0.22 LLap -7.79 7.84 0.99 LLap 1.02 0.49 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left _ Lap ------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 2.25 2.65 3.12 0.85 4 2.03 2.65 2.80 0.77 A-659 1OALV2022 5WAPSR Out DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.00 0.47 0.00 0.47 3 -0.49 3.33 0.54 3.33 4 -0.21 2.73 0.24 2.73 K2180744A Wall 3 - Girt Design 2 (Locate 11.00) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design--Lap(£t)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 08ZO60 11.0000 3.50 3.00 0 10.1 0.00 0.65 10.1 LOAD ID : 0.6Wind Pressure --------------------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.13 -0.13 0.00 -0.12 1.75 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.13 2.6 0.05 MidS -0.12 4.78 0,.02 LLap 0.03 0.00 LOAD ID : 0.6Wind Suction ------------------------------ GIRT ACTIONS: ---------Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup 2 -0.15 0.15 STRENGTH/DEFLECTION: ------------- Moment(f-k)--------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- 0.00 0.13 1.75 0.00 Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-660 10/11/2021 6WDCSR.out --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.15 2.6 0.06 MidS 0.13 4.78 0.03 LLap 0.04 0.00 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.00 0.47 0.00 0.47 K2180744A Wall 3 - Girt Design 3 (Locate 11.00) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 4 08Z089 11.0000 20.50 3.00 0 87.3 0.00 0.65 87.3 LOAD ID : 0.6Wind Pressure -------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.79 -0.79 0.00 -4.05 10.25 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.79 8.5 0.09 MidS -4.05 7.84 0.52 LLap 0.39 -0.89 LOAD ID : 0.6Wind Suction GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.88 0.90 0.00 4.53 10.10 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-661 101W2021 EWAPSR.Dutt --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup 0.90 8.5 0.11 MidS 4.53 5.10 0.89 RLap 0.44 0.99 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 4 -0.44 2.73 0.49 2.73 K2180744A Wall 3 - Girt Design 4 (Locate 13.50) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z099 13.5000 3.50 4.35 0 16.6 0.00 0.70 3 08ZO99 13.5000 25.00 1.19 6.63 0 124.1 0.00 0.70 4 08ZO89 13.5000 20.50 1.19 4.35 0 92.4 0.00 0.70 233.0 LOAD ID : 0.6Wind Pressure GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap, Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -2.12 -2.51 0.00 3.88 1.75 8.10 3 2.12 -1.93 -2.13 8.10 -5.15 12.48 5.77 8.18 4 1.54 1.41 -0.74 8.18 6.43 -2.49 13.83 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -2.51 10.8 0.23 RSup 8.10 8.94 0.91 RSup 0.94 0.00 3 LSup 2.12 10.8 0.20 LSup 8.10 8.94 0.91 LSup 0.93 -1.04 4 LLap 1.41 8.5 0.16 LLap 6.43 7.71 0.83 LLap 0.84 -0.22 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left_Lap------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 1.81 2.65 3.12 0.68 A-662 10/11/2021 6wAesRzvt 4 1.63 2.65 2.80 0.62 LOAD ID : 0.6Wind Suction --------------------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 2.33 2.76 0.00 -4.27 1.75 -8.91 3 -2.34 2.13 2.35 -8.91 5.67 12.47 -6.41 -9.07 4 -1.71 -1.57 0.87 -9.07 -7.13 2.85 13.61 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------------ Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 2.76 10.8 0.26 RSup -8.91 8.94 1.00 RSup 1.03 0.00 3 LSup -2.34 10.8 0.22 LSup -8.91 8.94 1.00 LSup 1.02 1.14 4 LLap -1.57 8.5 0.18 LLap -7.13 7.84 0.91 LLap 0.93 0.25 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay -------Left-Lap ------- - Right La Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 2.01 2.65 3.12 0.76 4 1.81 2.65 2.80 0.68 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.00 0.47 0.00 0.47 3 -0.52 3.33 0.57 3.33 4 -0.11 2.73 0.12 2.73 K2180744A Wall 3 - Wall Panel Design 10/11/21 2:32pm PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height ----------- ---- ----- -------------- ------ 4 KR6- KR2 26.00 80.0 0.44 19.69 MOMENTS & DEFLECTION: A-663 10/11/2021 EWDesR.out --------- Moment(ft-lb/ft)--------- Span Locate(ft) Support Midspan ---Deflect(in)-- Id Start End Load Calc Limit UC Calc Limit UC Calc Limit UC ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- * 1 0.00 7.50 WP 173.5 138.3 1.25*-144.8 111.7 1.30* -0.48 1.50 0.32 * WS -231.6 111.7 2.07* 193.3 138.3 1.40* 0.65 1.50 0.43 * 2 7.50 11.00 WP 173.5 138.3 1.25* 19.6 138.3 0.14 0.03 0.70 0.04 * WS -231.6 111.7 2.07* -26.2 111.7 0.23 -0.04 0.70 0.06 3 11.00 13.50 WP 120.8 138.3 0.87 17.1 138.3 0.12 0.01 0.50 0.02 * WS -161.3 111.7 1.44* -22.8 111.7 0.20 -0.02 0.50 0.03 4 13.50 19.69 WP 120.8 138.3 0.87 -97.7 111.7 0.87 -0.22 1.24 0.18 * WS -161.3 111.7 1.44* 130.4 138.3 0.94 0.29 1.24 0.24 WP - 0.6Wind Pressure WS - 0.6Wind Suction *WRN(PEM-203) Moment > Limit K2180744A Wall 3 - Panel Zones 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- -------------------- KR6- 0.018 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ---- Wall(£t)--- Bay Load Min Span Id Description Offsetl Offset2 Id Locate Width Thick (ft) ------------------------------- --- ------ ----- ----- ----- 1 Interior 6.60 59.40 3 7.50 6.75 0.060 7.50 2 Lt Edge 0.00 6.60 1 0.00 0.00 0.000 0.00 3 Rt. Edge 59.40 66.00 4 7.50 5.50 0.089 7.50 GIRT SCREW CHECK: Wind --------Limit(k)-------- Zone Screw Suction Load Girt Panel Screw Max Id Space (psf) (k) Pullout Pullover Tension UC ---- ------------ --------------------------- ---- 1 1.00 34.44 0.23 0.26 0.24 0.75 0.95 2 1.00 42.36 0.00 3 1.00 42.36 0.23 0.38 0.24 0.75 0.95 BASE SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 10/11/2021 EWAesR out BASE SCREW CHECK: Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k) (k) (k) UC ------ ----- ----- ----- ----- ---- 0.00 1.00 0.000 0.000 0.213 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 3 - Weight Summary 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Columns = 547.33 Girts = 563.41 Clips = 26.40 Total Weight = 1137.14 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 3 - Warning Summary 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENDWALL PANEL Member WRN(PEM-203): Moment > Limit A-665 101W2021 swAeSB.Out K2180744A STRUCTURAL CODE: Design Basis Hot Rolled Steel Cold Formed Steel BUILDING CODE: Wind Code Seismic Zone Wall 4 - Design Code WS - Working Stress AISC16 NAUS16 FBC 20 (IBC 18) A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 4 - Bypass Girt Layout 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Des Bay Locate Id Id Part ------ --- --- ------ 7.50 1 1 95Z089 2 1 95Z067 2 95Z067 3 2 95Z067 3 95Z067 4 3 95Z067 4 95Z067 5 4 95Z067 5 95Z067 6 5 95Z067 6 95Z067 11.00 7 1 95Z105 2 95Z089 3 95Z067 4 95Z067 5 95Z067 6 95Z067 13.50 8 1 95Z089 2 95Z067 3 95Z067 4 95Z067 5 95Z067 6 95Z067 Bay_Offset Design ---Extend------Max_Load--- Start End Length Left Right Weight Id UC Report Rot ----- ----- ------ ----- ----- ------ -- ----------- --- 1.00 16.50 15.17 0.00 0.00 76.9 WS 0.88 Moment D 26.50 30.50 3.67 0.00 0.00 14.0 WS 0.12 Shear D 0.00 4.00 3.67 0.00 0.00 14.0 WS 0.12 Shear D 14.00 24.00 9.67 0.00 1.94 44.3 WS 0.24 Mom+Shr D 0.00 10.00 9.67 1.94 0.00 44.3 WS 0.24 Mom+Shr D 20.00 24.00 3.67 0.00 0.00 14.0 WS 0.12 Shear D 0.00 4.00 3.67 0.00 0.00 14.0 WS 0.12 Shear D 14.00 24.00 9.67 0.00 1.94 44.3 WS 0.24 Mom+Shr D 0.00 10.00 9.67 1.94 0.00 44.3 WS 0.24 Mom+Shr D 20.00 24.00 3.67 0.00 0.00 14.0 WS 0.84 Mom+Shr D 0.00 14.75 14.75 0.00 0.00 56.3 WS 0.82 Mom+Shr D 1.00 30.50 29.50 0.00 1.94 188.2 WS 1.43 Moment D 0.00 24.00 24.00 1.94 1.94 141.4 WS 0.93 Mom+Shr D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.71 Moment D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.79 Mom+Shr D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.79 Mom+Shr D 0.00 14.75 14.75 1.94 0.00 63.7 WS 0.49 Mom+Shr D 1.00 30.50 29.50 0.00 1.94 159.5 WS 0.94 Moment D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.94 Mom+Shr D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.55 Mom+Shr D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.55 Mom+Shr D 0.00 24.00 24.00 1.94 1.94 106.5 WS 0.54 Mom+Shr D 0.00 14.75 14.75 1.94 0.00 63.7 WS 0.44 Mom+Shr D WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No. Brace/Bay 1 2 3 4 5 6 7 8 A-666 10/11/2021 SwAeSP,.0Rt --- --- --- --- --- --- --- --- 0 0 0 0 0 0 0 0 K2180744A Wall 4 - Girt Design 1 (Locate 7.50) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 95Z089 7.5000 15.17 5.50 0 76.9 0.00 0.50 76.9 LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.07 -1.07 0.00 -4.06 7.58 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 1.07 7.11 0.15 MidS -4.06 10.33 0.39 LLap 0.30 -0.29 LOAD ID:0.6Wind Suction ----------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.23 1.19 0.00 4.56 7.52 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -1.23 7.11 0.17 MidS 4.56 5.17 0.88 LLap 0.35 0.32 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- A-667 10AW2021 Sw Desg. o u t - 1 -0.14 2.02 0.16 2.02 K2180744A Wall 4 - Girt Design 2 (Locate 7.50) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 1 -------- 95Z067 ------- 7.5000 ------ 3.67 ---- ----- ----- 5.50 ----- 0 ------ 14.0 ---- ---- 0.00 0.70 2 95Z067 7.5000 3.67 5.50 0 14.0 0.00 0.70 28.0 LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- '----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.19 -0.32 0.00 -0.13 1.38 0.24 2 0.32 -0.19 0.24 -0.13 2.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -0.32 3.02 0.11 RSup 0.24 7.13 0.03 RSup 0.11 0.00 2 LSup 0.32 3.02 0.11 LSup 0.24 7.13 0.03 LSup 0.11 0.00 LOAD ID:0.6Wind Suction ------------------=---- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.21 0.36 0.00 0.15 1.38 -0.26 2 -0.36 0.21 -0.26 0.15 2.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 0.36 3.02 0.12 RSup -0.26 7.13 0.04 RSup 0.12 0.00 2 LSup -0.36 3.02 0.12 LSup -0.26 7.13 0.04 LSup 0.12 0.00 10/11/2021 SWDP,Sg.Out DEFLECTION: (Working Load) -------------------------- Span Wind -Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 0.00 0.49 0.00 0.49 2 0.00 0.49 0.00 0.49 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 4 - Girt Design 3 (Locate 7.50) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 2 95ZO67 7.5000 9.67 1.94 5.50 0 44.3 0.00 0.70 3 95ZO67 7.5000 9.67 1.94 5.50 0 44.3 0.00 0.70 88.6 LOAD ID:0.6Wind Pressure ---------------------------- GIRT ACTIONS: --------- Shear(k) --------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.48 -0.61 -0.89 0.00 -0.81 3.38 0.53 1.99 3 0.89 0.61 -0.48 1.99 0.53 -0.81 6.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.61 3.02 0.20 RSup 0.99 7.13 0.14 RLap 0.22 -0.02 3 LLap 0.61 3.02 0.20 LSup 0.99 7.13 0.14 LLap 0.22 -0.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left _Lap(k)------ Id Calc Shear Bear UC --- ----- ----- ----- ---- 2 3 0.26 2.65 2.11 0.12 ----- Right_Lap(k) ----- Calc Shear Bear UC ----- ----- ----- ---- 0.26 2.65 2.11 0.12 LOAD ID:0.6Wind_Suction ---------------------------- 10/11/2021 SwT>esg.out GIRT ACTIONS: --------- Shear(k)--------- --------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.53 0.68 0.98 0.00 0.89 3.38 -0.58 -2.19 3 -0.98 -0.68 0.53 -2.19 -0.58 0.89 6.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 0.68 3.02 0.22 RSup -1.09 7.13 0.15 RLap 0.24 0.02 3 LLap -0.68 3.02 0.22 LSup -1.09 7.13 0.15 LLap 0.24 0.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.28 2.65 2.11 0.13 3 0.28 2.65 2.11 0.13 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.01 1.29 0.01 1.29 3 -0.01 1.29_ 0.01 1.29 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 4 - Girt Design 4 (Locate 7.50) 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 3 95Z067 7.5000 3.67 5.50 0 14.0 0.00 0.70 4 95Z067 7.5000 3.67 5.50 0 14.0 0.00 0.70 28.0 LOAD ID:0.6Wind Pressure ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- A-670 10/11/2021 SWDPSg.out Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.19 -0.32 0.00 -0.13 1.38 0.24 4 0.32 -0.19 0.24 -0.13 2.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- -=-- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup -0.32 3.02 0.11 RSup 0.24 7.13 0.03 RSup 0.11 0.00 4 LSup 0.32 3.02 0.11 LSup 0.24 7.13 0.03 LSup 0.11 0.00 LOAD ID:0.6Wind Suction GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.21 0.36 0.00 0.15 1.38 -0.26 4 -0.36 0.21 -0.26 0.15 2.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup 0.36 3.02 0.12 RSup -0.26 7.13 0.04 RSup 0.12 0.00 4 LSup -0.36 3.02 0.12 LSup -0.26 7.13 0.04 LSup 0.12 0.00 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 0.00 0.49 0.00 0.49 4 0.00 0.49 0.00 0.49 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 4 - Girt Design 5 (Locate 7.50) 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design--Lap(£t)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 4 95Z067 7.5000 9.67 1.94 5.50 0 44.3 0.00 0.70 5 95ZO67 7.5000 9.67 1.94 5.50 0 44.3 0.00 0.70 88.6 A-671 IOAl2A2021 SWAPSB.Dkt LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.48 -0.61 -0.89 0.00 -0.81 3.38 0.53 1.99 5 0.89 0.61 -0.48 1.99 0.53 -0.81 6.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(£-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RLap -0.61 3.02 0.20 RSup 0.99 7.13 0.14 RLap 0.22 -0.02 5 LLap 0.61 3.02 0.20 LSup 0.99 7.13 0.14 LLap 0.22 -0.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k)------ ----- Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 4 0.26 2.65 2.11 0.12 5 0.26 2.65 2.11 0.12 LOAD ID:0.6Wind Suction ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.53 0.68 0.98 0.00 0.89 3.38 -0.58 -2.19 5 -0.98 -0.68 0.53 -2.19 -0.58 0.89 6.29 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RLap 0.68 3.02 0.22 RSup -1.09 7.13 0.15 RLap 0.24 0.02 5 LLap -0.68 3.02 0.22 LSup -1.09 7.13 0.15 LLap 0.24 0.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- A-672 10/11/2021 SWDesl,x t 4 0.28 2.65 2.11 0.13 5 0.28 2.65 2.11 0.13 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 -0.01 1.29 0.01 1.29 5 -0.01 1.29 0.01 1.29 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ K2180744A Wall 4 - Girt Design 6 (Locate 7.50) 10/11/21 2:32pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 5 95ZO67 7.5000 3.67 5.50 0 14.0 0.00 0.70 6 95ZO67 7.5000 14.75 5.50 0 56.3 0.00 0.70 70.3 LOAD ID:0.6Wind Pressure GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.91 -1.43 0.00 1.90 1.83 4.28 6 1.33 -0.75 4.28 -2.00 9.43 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup -1.43 3.02 0.47 RSup 4.28 7.13 0.60 RSup 0.76 -0.10 6 LSup 1.33 3.02 0.44 LSup 4.28 7.13 0.60 LSup 0.75 -0.11 LOAD ID:0.6Wind_Suction ----------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 1.00 1.57 0.00 -2.10 1.83 -4.72 A-673 10/11/2021 SWDesl�. Dut 6 -1.47 0.83 -4.72 2.20 9.43 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 1.57 3.02 0.52 RSup -4.72 7.13 0.66 RSup 0.84 0.11 6 LSup -1.47 3.02 0.49 LSup -4.72 7.13 0.66 LSup 0.82 0.12 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- 5 ------ -0.05 ----- ------ ----- 0.06 6 -0.06 1.97 0.06 1.97 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall 4 - Girt Design 7 (Locate 11.00) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 1 -------- 95Z105 ------- 11.0000 ------ 29.50 ---- ----- 1.94 ----- 3.00 ----- 0 ------ 188.2 ---- ---- 0.00 0.70 2 95Z089 11.0000 24.00 1.94 1.94 3.00 0 141.4 0.00 0.70 3 95Z067 11.0000 24.00 1.94 1.94 3.00 0 106.5 0.00 0.70 4 95Z067 11.0000 24.00 1.94 1.94 3.00 0 106.5 0.00 0.70 5 95Z067 11.0000 24.00 1.94 1.94 3.00 0 106.5 0.00 0.70 6 95Z067 11.0000 14.75 1.94 3.00 0 63.7 0.00 0.70 712.7 LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: --------- Shear(k) --------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 1 1.36 -1.66 -1.81 2 1.07 0.92 -0.93 -1.08 3 1.33 1.18 -1.10 -1.25 4 1.19 1.04 -1.21 -1.36 5 1.44 1.29 -0.91 -1.06 6 0.85 0.70 -0.28 -------------- Moment(f-k)--------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -11.65 14.91 7.15 10.51 10.51 8.58 -1.84 14.00 3.17 5.12 5.12 2.68 -4.34 10.00 3.65 5.92 5.92 3.77 -3.03 14.00 4.23 6.72 6.72 4.08 -3.78 10.03 2.31 4.21 4.21 2.70 -0.52 11.08 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- A-674 101W2022 sWTxss.0ut 1 RLap -1.66 11.72 0.14 MidS -11.65 12.95 0.90 LLap 0.61 -2.01 2 RLap -0.93 7.11 0.13 LLap 8.58 10.33 0.83 LLap 0.84 0.25 3 LLap 1.18 3.02 0.39 MidS -4.34 7.13 0.61 RLap 0.63 -0.52 4 RLap -1.21 3.02 0.40 RLap 4.23 7.13 0.59 RLap 0.72 -0.24 5 LLap 1.29 3.02 0.43 LLap 4.08 7.13 0.57 LLap 0.71 -0.47 6 LLap 0.70 3.02 0.23 LLap 2.70 7.13 0.38 LLap 0.45 0.03 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k) ----- Id Calc Shear Bear UC Calc Shear Bear UC 1 1.47 2.65 3.31 0.55 2 1.25 2.65 2.80 0.47 0.75 2.65 2.80 0.28 3 0.57 2.65 2.11 0.27 0.76 2.65 2.11 0.36 4 0.76 2.65 2.11 0.36 0.87 2.65 2.11 0.41 5 0.87 2.65 2.11 0.41 0.54 2.65 2.11 0.26 6 0.54 2.65 2.11 0.26 LOAD ID:0.6Wind Suction ----------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.53 1.84 2.00 0.00 12.94 14.94 -7.92 -11.64 2 -1.18 -1.01 1.02 1.19 -11.64 -9.51 2.01 14.02 -3.48 -5.63 3 -1.47 -1.30 1.21 1.38 -5.63 -2.94 4.80 10.01 -4.03 -6.54 4 -1.31 -1.14 1.34 1.50 -6.54 -4.16 3.34 14.00 -4.66 -7.41 5 -1.58 -1.42 1.00 1.17 -7.41 -4.50 4.17 10.03 -2.54 -4.64 6 -0.94 -0.78 0.31 -4.64 -2.98 0.57 11.08 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- * 1 RLap 1.84 11.72 0.16 MidS 12.94 9.06 1.43* LLap 0.68 2.23 2 RLap 1.02 7.11 0.14 LLap -9.51 10.33 0.92 LLap 0.93 -0.28 3 LLap -1.30 3.02 0.43 MidS 4.80 6.77 0.71 RLap 0.69 0.58 4 RLap 1.34 3.02 0.44 RLap -4.66 7.13 0.65 RLap 0.79 0.27 5 LLap -1.42 3.02 0.47 MidS 4.17 6.42 0.65 LLap 0.79 0.52 6 LLap -0.78 3.02 0.26 LLap -2.98 7.13 0.42 LLap 0.49 -0.04 *WRN(GSM-203) Moment > Limit LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC A-675 10/11/2021 SWACSS.0Rt - ----- ----- ----- ---- ----- ----- ----- ---- 1 1.62 2.65 3.31 0.61 2 1.38 2.65 2.80 0.52 0.83 2.65 2.80 0.31 3 0.63 2.65 2.11 0.30 0.84 2.65 2.11 0.40 4 0.84 2.65 2.11 0.40 0.96 2.65 2.11 0.45 5 0.96 2.65 2.11 0.45 0.60 2.65 2.11 0.28 6 0.60 2.65 2.11 0.28 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- 1 ------ -1.00 ----- ------ 3.93 1.12 ----- 3.93 2 0.12 3.20 -0.14 3.20 3 -0.26 3.20 0.29 3.20 4 -0.12 3.20 0.13 3.20 5 -0.23 3.20 0.26 3.20 6 0.02 1.97 -0.02 1.97 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall 4 - Girt Design 8 (Locate 13.50) 10/11/21 2:32pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 1 -------- 95ZO89 ------- 13.5000 ------ 29.50 ---- ----- 1.94 ----- 3.44 ----- 0 ------ 159.5 ---- ---- 0.00 0.70 2 95ZO67 13.5000 24.00 1.94 1.94 3.44 0 106.5 0.00 0.70 3 95ZO67 13.5000 24.00 1.94 1.94 3.44 0 106.5 0.00 0.70 4 95ZO67 13.5000 24.00 1.94 1.94 3.44 0 106.5 0.00 0.70 5 95ZO67 13.5000 24.00 1.94 1.94 3.44 0 106.5 0.00 0.70 6 95ZO67 13.5000 14.75 1.94 3.44 0 63.7 0.00 0.70 649.0 LOAD ID:0.6Wind Pressure ------------------------ GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.04 -1.39 -1.56 0.00 -6.14 11.80 4.83 7.69 2 1.23 1.06 -0.72 -0.89 7.69 5.48 -0.88 13.94 2.03 3.59 3 1.01 0.84 -0.94 -1.11 3.59 1.80 -2.20 11.45 2.77 4.75 4 1.06 0.89 -0.88 -1.06 4.75 2.85 -1.66 12.05 2.77 4.65 5 1.09 0.92 -0.85 -1.03 4.65 2.70 -2.12 12.38 2.02 3.84 6 0.91 0.74 -0.39 3.84 2.24 -0.86 10.33 0.00 STRENGTH/DEFLECTION: A-6 / 6 1011V2021 SWAP,SU.oLtt Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.39 7.11 0.20 MidS -6.14 10.33 0.59 LLap 0.51 -1.34 2 LLap 1.06 3.02 0.35 LLap, 5.48 6.99 0.78 LLap, 0.84 0.08 3 RLap -0.94 3.02 0.31 RLap 2.77 7.13 0.39 RLap 0.50 -0.33 4 LLap 0.89 3.02 0.30 LLap 2.85 7.13 0.40 LLap 0.50 -0.18 5 LLap 0.92 3.02 0.31 LLap 2.70 7.13 0.38 LLap 0.49 -0.31 6 LLap 0.74 3.02 0.25 LLap 2.24 7.13 0.31 LLap 0.40 -0.01 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ----- Left_Lap(k) ------ ----- Right_Lap(k) ----- Id Calc Shear Bear UC Calc Shear Bear UC 1 1.13 2.65 2.80 0.43 2 0.86 2.65 2.11 0.41 0.46 2.65 2.11 0.22 3 0.46 2.65 2.11 0.22 0.61 2.65 2.11 0.29 4 0.61 2.65 2.11 0.29 0.60 2.65 2.11 0.28 5 0.60 2.65 2.11 0.28 0.50 2.65 2.11 0.23 6 0.50 2.65 2.11 0.23 LOAD ID:0.6Wind Suction ---------------------------- GIRT ACTIONS: --------- Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup- --- ----- ----- ----- ----- 1 -1.18 1.54 1.73 2 -1.36 -1.17 0.79 0.98 3 -1.11 -0.93 1.03 1.22 4 -1.17 -0.98 0.97 1.16 5 -1.21 -1.02 0.94 1.13 6 -1.01 -0.82 0.43 -------------- Moment(f-k)--------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 6.82 11.75 -5.35 -8.52 -8.52 -6.07 0.96 13.96 -2.24 -3.95 -3.95 -1.97 2.43 11.45 -3.05 -5.24 -5.24 -3.15 1.83 12.05 -3.06 -5.13 -5.13 -2.98 2.33 12.38 -2.23 -4.24 -4.24 -2.47 0.95 10.33 0.00 STRENGTH/DEFLECTION: .Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.54 7.11 0.22 MidS 6.82 7.23 0.94 LLap 0.57 1.49 2 LLap, -1.17 3.02 0.39 LLap -6.07 7.13 0.85 LLap 0.94 -0.09 3 RLap 1.03 3.02 0.34 MidS 2.43 4.99 0.49 RLap 0.55 0.36 4 LLap, -0.98 3.02 0.33 LLap, -3.15 7.13 0.44 LLap 0.55 0.20 5 LLap -1.02 3.02 0.34 MidS 2.33 4.99 0.47 LLap 0.54 0.34 6 LLap -0.82 3.02 0.27 LLap -2.47 7.13 0.35 LLap 0.44 0.01 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) A-677 10/11/2021 swAesg.Out Bay ----- Left_Lap(k)------ ----- Right_Lap(k) ----- Id Calc Shear Bear UC Calc Shear Bear UC 1 1.25 2.65 2.80 0.47 2 0.95 2.65 2.11 0.45 0.51 2.65 2.11 0.24 3 0.51 2.65 2.11 0.24 0.68 2.65 2.11 0.32 4 0.68 2.65 2.11 0.32 0.66 2.65 2.11 0.31 5 0.66 2.65 2.11 0.31 0.55 2.65 2.11 0.26 6 0.55 2.65 2.11 0.26 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.67 3.93 0.75 3.93 2 0.04 3.20 -0.05 3.20 3 -0.16 3.20 0.18 3.20 4 -0.09 3.20 0.10 3.20 5 -0.15 3.20 0.17 3.20 6 -0.01 1.97 0.01 1.97 -------------------------------------------------------------------------------- K2180744A Wall 4 - Door Jamb & Header Design 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- -------------- ------ ----- ------ 14 1 JambL J95CO67 11.00 5.00 42.0 JambR J95CO67 11.00 5.00 42.0 Header J95CO67 10.00 0.50 38.2 15 2 JambL J95CO67 11.00 5.00 42.0 JambR J95CO67 11.00 5.00 42.0 Header J95CO67 10.00 0.50 38.2 16 3 JambL J95CO67 11.00 5.00 42.0 JambR J95CO67 11.00 5.00 42.0 Header J95CO67 10.00 0.50 38.2 17 4 JambL J95CO67 11.00 5.00 42.0 JambR J95CO67 11.00 5.00 42.0 Header J95CO67 10.00 0.50 38.2 18 5 JambL J95CO67 11.00 5.00 42.0 JambR J95CO67 11.00 5.00 42.0 Header J95C067 10.00 0.50 38.2 STRENGTH/DEFLECTION: Open Load ---- Shear(k)----- ----- Moment(ft,f-k)----- Mom+ Deflect(in) Id Member Id Calc Limit UC Loc Calc Limit UC Shear Calc Limit ---- ------ ---- ----- ------ ---- ----- ------ ------ ---- --- L- ----- ----- 14 JambL WP -1.50 3.02 0.50 7.50 -4.47 7.34 0.61 0.59 -0.10 1.47 WS 1.66 3.02 0.55 7.50 4.96 7.34 0.68 0.65 0.11 1.47 JambR WP -0.72 3.02 0.24 7.50 1.79 7.63 0.23 0.33 0.02 1.47 WS 0.80 3.02 0.26 7.50 -1.98 7.63 0.26 0.37 -0.02 1.47 Header WP 0.06 3.02 0.02 5.00 -0.16 7.63 0.02 0.00 0.00 1.33 20A LV2021 SWAesl�,xut WS -0.07 3.02 0.02 5.00 0.18 6.10 0.03 0.00 0.00 1.33 15 JambL WP -0.74 3.02 0.25 7.50 1.95 7.63 0.25 0.35 0.02 1.47 WS 0.82 3.02 0.27 7.50 -2.16 7.63 0.28 0.39 -0.02 1.47 JambR WP -0.95 3.02 0.32 6.40 -2.63 7.23 0.36 0.34 -0.07 1.47 WS 1.05 3.02 0.35 6.40 2.90 7.23 0.40 0.37 0.07 1.47 Header WP 0.06 3.02 0.02 5.00 -0.16 7.63 0.02 0.00 0.00 1.33 WS -0.07 3.02 0.02 5.00 0.18 6.10 0.03 0.00 0.00 1.33 16 JambL WP -0.93 3.02 0.31 6.30 -2.55 7.22 0.35 0.33 -0.06 1.47 WS 1.02 3.02 0.34 6.30 2.81 7.22 0.39 0.36 0.07 1.47 JambR WP -0.53 3.02 0.17 3.39 -0.74 7.20 0.10 0.18 -0.01 1.47 WS 0.58 3.02 0.19 3.39 0.81 7.20 0.11 0.20 0.01 1.47 Header WP 0.06 3.02 0.02 5.00 -0.16 7.63 0.02 0.00 0.00 1.33 WS -0.07 3.02 0.02 5.00 0.18 6.10 0.03 0.00 0.00 1.33 17 JambL WP -0.51 3.02 0.17 3.55 -0.81 7.19 0.11 0.17 -0.01 1.47 WS 0.56 3.02 0.19 3.55 0.89 7.19 0.12 0.19 0.01 1.47 JambR WP -0.85 3.02 0.28 6.02 -2.32 7.21 0.32 0.29 -0.06 1.47 WS 0.94 3.02 0.31 6.02 2.56 7.21 0.36 0.32 0.06 1.47 Header WP 0.06 3.02 0.02 5.00 -0.16 7.63 0.02 0.00 0.00 1.33 WS -0.07 3.02 0.02 5.00 0.18 6.10 0.03 0.00 0.00 1.33 18 JambL WP -0.88 3.02 0.29 6.13 -2.41 7.22 0.33 0.31 -0.06 1.47 WS 0.97 3.02 0.32 6.13 2.66 7.22 0.37 0.34 0.07 1.47 JambR WP -0.55 3.02 0.18 3.25 -0.68 7.22 0.09 0.19 -0.01 1.47 WS 0.60 3.02 0.20 3.25 0.75 7.22 0.10 0.21 0.01 1.47 Header WP 0.06 3.02 0.02 5.00 -0.16 7.63 0.02 0.00 0.00 1.33 WS -0.07 3.02 0.02 5.00 0.18 6.10 0.03 0.00 0.00 1.33 WP - 0.6Wind Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: Available Open -----Minor---- ------ Cb------ ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------------- ------------- ------------- ------ 14 JambL 11.00 7.50 7.50 1.36 1.36 0.00 0.00 JambR 11.00 7.50 7.50 2.30 2.30 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.40 15 JambL 11.00 7.50 7.50 2.30 2.30 0.00 0.00 JambR 11.00 7.50 7.50 1.20 1.20 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.40 16 JambL 11.00 7.50 7.50 1.20 1.20 0.00 0.00 JambR 11.00 7.50 7.50 1.17 1.17 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.40 17 JambL 11.00 7.50 7.50 1.16 1.16 0.00 0.00 JambR 11.00 7.50 7.50 1.19 1.19 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.40 18 JambL 11.00 7.50 7.50 1.19 1.19 0.00 0.00 JambR 11.00 7.50 7.50 1.20 1.20 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.40 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wall 4 - Panel Design (Bay 6) 10/11/21 2:32pm PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height A-679 i0ALV2022 SWDPSg.OIA ----------- ---- ----- -------------- ------ 6 KR6- KR2 26.00 80.0 0.44 17.88 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span Locate(ft) Support Midspan ---Deflect(in)-- Id Start End Load Calc Limit UC Calc Limit UC Calc Limit UC ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- * 1 0.00 7.50 WP 171.5 138.3 1.24*-145.7 111.7 1.30* -0.4 1.50 0.33 * WS -186.0 111.7 1.67* 158.1 138.3 1.14* 0.5 1.50 0.35 * 2 7.50 11.00 WP 171.5 138.3 1.24* 25.0 138.3 0.18 0.0 0.70 0.05 * WS -186.1 111.7 1.67* -27.2 111.7 0.24 -0.0 0.70 0.05 3 11.00 13.50 WP 61.7 138.3 0.45 -24.6 111.7 0.22 0.0 0.50 0.00 WS -67.0 111.7 0.60 26.7 138.3 0.19 0.0 0.50 0.00 4 13.50 17.88 WP 61.7 138.3 0.45 -48.2 111.7 0.43 -0.0 0.88 0.06 WS -67.0 111.7 0.60 52.3 138.3 0.38 0.0 0.88 0.07 WP - 0.6Wind Pressure WS - 0.6Wind Suction *WRN(PSM-203) Moment > Limit K2180744A Wall 4 - Panel Zones 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- -------------------- KR6- 0.019 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 PANEL ZONE LAYOUT: ------- Girt ------- Zone ------Wall----- Bay Load Min Panel Id Description Offsetl Offset2 Id Locate Width Thick Span ------------------------------- --- ------ ----- ----- ----- 1 Interior 6.60 193.40 1 7.50 5.50 0.067 0.00 2 Lt Edge 0.00 6.60 1 7.50 5.50 0.067 7.50 3 Rt Edge 193.40 200.00 8 0.00 0.00 0.000 0.00 GIRT SCREW CHECK: Wind -------- Limit(k)-------- Zone Screw Suction Load Girt Panel Screw Max Id Space (psf) (k) Pullout Pullover Tension UC ---- ------------ --------------------------- ---- 1 1.00 34.44 0.19 0.29 0.26 0.75 0.73 2 1.00 42.36 0.23 0.29 0.26 0.75 0.90 3 1.00 42.36 0.00 A-680 10/11/2021 SWDPsg.out K2180744A Wall 4 - Weight Summary 10/11/21 2:32pm Girts = 1742.24 Jambs/Headers = 611.04 2353.28 K2180744A Wall 4 - Warning Summary 10/11/21 2:32pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- SIDEWALL GIRT Member WRN(GSM-203): Moment > Limit SIDEWALL PANEL Member WRN(PSM-203): Moment > Limit A-683 A=684 A'.685. A 686 .. 687 A-688 A 689 :.. A-690 2 0.19 : 2.70 -0::21 ::2;70:. 3 . -0.:26 .: 3;14. 0..29.. 3:14. 4 -0.:28, . 2::85. 0.31 2.85 •K2180744X Wall 1 Girt. D:e'sigri : 6. '(Lo'cate.:13,'5b) 10/'V% l :12:13.pm.------------- '. A'692 A-.694 A-695 : . Ar696: ':. A 697 A�-698 :. *Girt fails at the. midspan.:.. . -->: girt. to be nested with: same size;. U.0 halved. A 699 : . 10/11/2021 EWAesLxvt: K2180744X Wall 1 - Design Code 10/11/21 8:ilpm STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC16 Cold Formed Steel NAUS16 BUILDING CODE: Wind Code FBC 20 (IBC 18) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) K2180744X Wall 1 - Column & Rafter Design 10/11/21 8:llpm MEMBER SIZES: Member Member --Web Size-- -Flange_Size Member Member ---- Max _Load---- Id Locate Part Depth Thick Width Thick Length Weight Id UC Report ------ ----------------- ----- ----- ----- ----- ------ ------ --- ---- ------- Coll 0.7 W8x10 7.48 0.170 3.94 0.205 16.0 160.4 36 0.54 Mom+Axl Co12 22.1 W10xl2 9.45 0.190 3.96 0.210 17.4 208.5 25 0.84 Mom+Axl Co13 42.4 WlOxl2 9.45 0.190 3.96 0.210 18.6 223.7 21 0.95 Mom+Axl Co14 66.0 W10xl2 9.45 0.190 3.96 0.210 17.4 208.3 26 0.90 Mom+Axl Co15 87.0 W8x10 7.48 0.170 3.94 0.205 16.0 160.4 22 0.55 Mom+Axl ---=-- ----------------- ----- ----- ----- ----- ------ ------ --- ----------- Rafl Surf 2 W12xl4 11.43 0.200 3.97 0.225 27.2 381.1 1 0.73 Mom+Axl Raf2 Surf 2 W12xl4 11.43 0.200 3.97 0.225 16.7 234.0 86 0.33 Mom+Axl Raf3 Surf 3 W12xl4 11.43 0.200 3.97 0.225 27.1 379.4 85 0.82 Mom+Axl Raf4 Surf 3 W12xl4 11.43 0.200 3.97 0.225 16.8 235.7 26 0.37 Mom+Axl Total= 2191.5 DESIGN ACTIONS/STRENGTH: Load --- Axial(k)--- ---Shear(k)--- -Moment(f-k)-- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Coll 1 3.81 37.41 0.00 26.83 0.00 14.91 Coll 2 1.37 37.41 0.00 26.83 0.00 14.91 Coll 3 0.69 37.41 0.00 26.83 0.00 14.91 Coll 4 3.20 37.41 0.00 26.83 0.00 14.91 Coll 5 4.98 37.41 -2.02 26.83 8.09 21.15 Coll 6 5.98 37.41 -2.02 26.83 8.09 21.15 Coll 7 3.80 37.41 -2.02 26.83 8.09 21.15 Coll 8 4.95 37.41 -2.02 26.83 8.09 21.15 Coll 9 1.40 37.41 1.76 26.83 -7.05 21.15 Coll 10 2.41 37.41 1.76 26.83 -7.05 21.15 Coll 11 0.22 37.41 1.76 26.83 -7.05 21.15 Coll 12 1.37 37.41 1.76 26.83 -7.05 21.15 Coll 13 3.16 37.41 -2.02 26.83 8.09 21.15 Coll 14 4.16 37.41 -2.02 26.83 8.09 21.15 Coll 15 1.97 37.41 -2.02 26.83 8.09 21.15 A-700 10/21/2021 c-wi>e-s ..o t i 16 3.12 37.41 -2.02 26.83 8.09 21.15 17 -0.58 75.42 1.76 26.83 -7.05 21.15 18 0.58 37.41 1.76 26.83 -7.05 21.15 19 -1.76 75.42 1.76 26.83 -7.05 21.15 20 -0.61 75.42 1.76 26.83 -7.05 21.15 21 1.29 37.41 -2.69 26.83 10.79 21.15 22 2.62 37.41 -2.69 26.83 10.79 21.15 23 2.80 37.41 -2.69 26.83 10.79 21.15 24 4.13 37.41 -2.69 26.83 10.79 21.15 25 1.22 37.41 -2.69 26.83 10.79 21.15 26 2.75 37.41 -2.69 26.83 10.79 21.15 27 -3.58 75.42 2.35 26.83 -9.40 21.15 28 -2.24 75.42 2.35 26.83 -9.40 21.15 29 -2.07 75.42 2.35 26.83 -9.40 21.15 30 -0.73 75.42 2.35 26.83 -9.40 21.15 31 -3.65 75.42 2.35 26.83 -9.40 21.15 32 -2.12 75.42 2.35 26.83 -9.40 21.15 33 1.56 37.41 -2.69 26.83 10.79 21.15 34 2.90 37.41 -2.69 26.83 10.79 21.15 35 3.07 37.41 -2.69 26.83 10.79 21.15 36 4.41 37.41 -2.69 26.83 10.79 21.15 37 1.49 37.41 -2.69 26.83 10.79 21.15 38 3.03 37.41 -2.69 26.83 10.79 21.15 39 -3.37 75.42 2.35 26.83 -9.40 21.15 40 -2.03 75.42 2.35 26.83 -9.40 21.15 41 -1.86 75.42 2.35 26.83 -9.40 21.15 42 -0.52 75.42 2.35 26.83 -9.40 21.15 43 -3.44 75.42 2.35 26.83 -9.40 21.15 44 -1.90 75.42 2.35 26.83 -9.40 21.15 45 1.37 37.41 0.00 26.83 0.00 14.91 46 1.37 37.41 0.00 26.83 0.00 14.91 47 3.20 37.41 0.00 26.83 0.00 14.91 48 3.20 37.41 0.00 26.83 0.00 14.91 49 1.37 37.41 0.00 26.83 0.00 14.91 50 1.37 37.41 0.00 26.83 0.00 14.91 51 0.42 37.41 0.00 26.83 0.00 14.91 52 0.42 37.41 0.00 26.83 0.00 14.91 53 1.37 37.41 0.00 26.83 0.00 14.91 54 1.43 37.41 0.00 26.83 0.00 14.91 55 3.20 37.41 0.00 26.83 0.00 14.91 56 3.24 37.41 0.00 26.83 0.00 14.91 57 1.37 37.41 0.00 26.83 0.00 14.91 58 1.42 37.41 0.00 26.83 0.00 14.91 59 0.42 37.41 0.00 26.83 0.00 14.91 60 0.47 37.41 0.00 26.83 0.00 14.91 61 0.27 37.41 0.00 26.83 0.00 14.91 62 1.27 37.41 0.00 26.83 0.00 14.91 63 1.40 37.41 0.00 26.83 0.00 14.91 64 2.41 37.41 0.00 26.83 0.00 14.91 65 0.22 37.41 0.00 26.83 0.00 14.91 66 1.37 37.41 0.00 26.83 0.00 14.91 67 -1.71 75.42 0.00 26.83 0.00 14.91 68 -0.71 75.42 0.00 26.83 0.00 14.91 69 -0.58 75.42 0.00 26.83 0.00 14.91 70 0.58 37.41 0.00 26.83 0.00 14.91 71 -1.76 75.42 0.00 26.83 0.00 14.91 72 -0.61 75.42 0.00 26.83 0.00 14.91 73 -3.58 75.42 0.00 26.83 0.00 14.91 A-701 10/11/2021 6wDesL.out 74 -2.24 75.42 0.00 26.83 0.00 14.91 75 -2.07 75.42 0.00 26.83 0.00 14.91 76 -0.73 75.42 0.00 26.83 0.00 14.91 77 -3.65 75.42 0.00 26.83 0.00 14.91 78 -2.12 75.42 0.00 26.83 0.00 14.91 79 -3.37 75.42 0.00 26.83 0.00 14.91 80 -2.03 75.42 0.00 26.83 0.00 14.91 81 -1.86 75.42 0.00 26.83 0.00 14.91 82 -0.52 75.42 0.00 26.83 0.00 14.91 83 -3.44 75.42 0.00 26.83 0.00 14.91 84 -1.90 75.42 0.00 26.83 0.00 14.91 85 4.13 37.41 0.00 26.83 0.00 14.91 86 1.05 37.41 0.00 26.83 0.00 14.91 87 3.76 37.41 0.00 26.83 0.00 14.91 88 1.10 37.41 0.00 26.83 0.00 14.91 89 4.13 37.41 0.00 26.83 0.00 14.91 90 0.69 37.41 0.00 26.83 0.00 14.91 91 0.69 37.41 0.00 26.83 0.00 14.91 1 10.42 39.55 0.00 37.51 0.00 20.04 2 3.61 39.55 0.00 37.51 0.00 20.04 3 1.70 39.55 0.00 37.51 0.00 20.04 4 8.72 39.55 0.00 37.51 0.00 20.04 5 3.22 39.55 -3.85 37.51 16.73 29.21 6 6.76 39.55 -3.85 37.51 16.73 29.21 7 0.18 39.55 -3.85 37.51 16.73 29.21 8 3.75 39.55 -3.85 37.51 16.73 29.21 9 3.22 39.55 3.49 37.51 -15.17 29.21 10 6.76 39.55 3.49 37.51 -15.17 29.21 11 0.18 39.55 3.49 37.51 -15.17 29.21 12 3.75 39.55 3.49 37.51 -15.17 29.21 13 -2.10 90.20 -3.85 37.51 16.73 29.21 14 1.65 39.55 -3.85 37.51 16.73 29.21 15 -5.14 90.20 -3.85 37.51 16.73 29.21 16 -1.56 90.20 -3.85 37.51 16.73 29.21 17 -2.10 90.20 3.49 37.51 -15.17 29.21 18 1.65 39.55 3.49 37.51 -15.17 29.21 19 -5.14 90.20 3.49 37.51 -15.17 29.21 20 -1.56 90.20 3.49 37.51 -15.17 29.21 21 -10.46 90.20 -5.13 37.51 22.30 29.21 22 -5.74 90.20 -5.13 37.51 22.30 29.21 23 -6.44 90.20 -5.13 37.51 22.30 29.21 24 -1.72 90.20 -5.13 37.51 22.30 29.21 25 -10.49 90.20 -5.13 37.51 22.30 29.21 26 -5.72 90.20 -5.13 37.51 22.30 29.21 27 -10.46 90.20 4.66 37.51 -20.22 29.21 28 -5.74 90.20 4.66 37.51 -20.22 29.21 29 -6.44 90.20 4.66 37.51 -20.22 29.21 30 -1.72 90.20 4.66 37.51 -20.22 29.21 31 -10.49 90.20 4.66 37.51 -20.22 29.21 32 -5.72 90.20 4.66 37.51 -20.22 29.21 33 -9.86 90.20 -5.13 37.51 22.30 29.21 34 -5.14 90.20 -5.13 37.51 22.30 29.21 35 -5.84 90.20 -5.13 37.51 22.30 29.21 36 -1.12 90.20 -5.13 37.51 22.30 29.21 37 -9.89 90.20 -5.13 37.51 22.30 29.21 38 -5.13 90.20 -5.13 37.51 22.30 29.21 39 -9.86 90.20 4.66 37.51 -20.22 29.21 40 -5.14 90.20 4.66 37.51 -20.22 29.21 A-702 10/91/2022 EWDPSL.Dut 41 -5.84 90.20 4.66 37.51 -20.22 29.21 42 -1.12 90.20 4.66 37.51 -20.22 29.21 43 -9.89 90.20 4.66 37.51 -20.22 29.21 44 -5.13 90.20 4.66 37.51 -20.22 29.21 45 3.61 39.55 0.00 37.51 0.00 20.04 46 3.61 39.55 0.00 37.51 0.00 20.04 47 8.72 39.55 0.00 37.51 0.00 20.04 48 8.72 39.55 0.00 37.51 0.00 20.04 49 3.61 39.55 0.00 37.51 0.00 20.04 50 3.61 39.55 0.00 37.51 0.00 20.04 51 1.03 39.55 0.00 37.51 0.00 20.04 52 1.02 39.55 0.00 37.51 0.00 20.04 53 3.61 39.55 0.00 37.51 0.00 20.04 54 3.61 39.55 0.00 37.51 0.00 20.04 55 8.72 39.55 0.00 37.51 0.00 20.04 56 8.72 39.55 0.00 37.51 0.00 20.04 57 3.61 39.55 0.00 37.51 0.00 20.04 58 3.61 39.55 0.00 37.51 0.00 20.04 59 1.02 39.55 0.00 37.51 0.00 20.04 60 1.02 39.55 0.00 37.51 0.00 20.04 61 0.20 39.55 0.00 37.51 0.00 20.04 62 3.74 39.55 0.00 37.51 0.00 20.04 63 3.22 39.55 0.00 37.51 0.00 20.04 64 6.76 39.55 0.00 37.51 0.00 20.04 65 0.18 39.55 0.00 37.51 0.00 20.04 66 3.75 39.55 0.00 37.51 0.00 20.04 67 -5.11 90.20 0.00 37.51 0.00 20.04 68 -1.57 90.20 0.00 37.51 0.00 20.04 69 -2.10 90.20 0.00 37.51 0.00 20.04 70 1.65 39.55 0.00 37.51 0.00 20.04 71 -5.14 90.20 0.00 37.51 0.00 20.04 72 -1.56 90.20 0.00 37.51 0.00 20.04 73 -10.46 90.20 0.00 37.51 0.00 20.04 74 -5.74 90.20 0.00 37.51 0.00 20.04 75 -6.44 90.20 0.00 37.51 0.00 20.04 76 -1.72 90.20 0.00 37.51 0.00 20.04 77 -10.49 90.20 0.00 37.51 0.00 20.04 78 -5.72 90.20 0.00 37.51 0.00 20.04 79 -9.86 90.20 0.00 37.51 0.00 20.04 80 -5.14 90.20 0.00 37.51 0.00 20.04 81 -5.84 90.20 0.00 37.51 0.00 20.04 82 -1.12 90.20 0.00 37.51 0.00 20.04 83 -9.89 90.20 0.00 37.51 0.00 20.04 84 -5.13 90.20 0.00 37.51 0.00 20.04 85 7.01 39.55 0.00 37.51 0.00 20.04 86 7.04 39.55 0.00 37.51 0.00 20.04 87 10.74 39.55 0.00 37.51 0.00 20.04 88 6.70 39.55 0.00 37.51 0.00 20.04 89 7.05 39.55 0.00 37.51 0.00 20.04 90 1.71 39.55 0.00 37.51 0.00 20.04 91 1.70 39.55 0.00 37.51 0.00 20.04 1 7.74 39.55 0.00 37.51 0.00 19.71 2 2.72 39.55 0.00 37.51 0.00 19.71 3 1.33 39.55 0.00 37.51 0.00 19.71 4 6.49 39.55 0.00 37.51 0.00 19.71 5 3.46 39.55 -4.34 37.51 20.24 29.12 6 3.72 39.55 -4.34 37.51 20.24 29.12 7 1.70 39.55 -4.34 37.51 20.24 29.12 A-703 10/1V2021 EWDPSI..Dut 8 1.64 39.55 -4.34 37.51 20.24 29.12 9 3.46 39.55 3.94 37.51 -18.35 29.12 10 3.72 39.55 3.94 37.51 -18.35 29.12 11 1.70 39.55 3.94 37.51 -18.35 29.12 12 1.64 39.55 3.94 37.51 -18.35 29.12 13 -0.53 90.20 -4.34 37.51 20.24 29.12 14 -0.27 90.20 -4.34 37.51 20.24 29.12 15 -2.29 90.20 -4.34 37.51 20.24 29.12 16 -2.36 90.20 -4.34 37.51 20.24 29.12 17 -0.53 90.20 3.94 37.51 -18.35 29.12 18 -0.27 90.20 3.94 37.51 -18.35 29.12 19 -2.29 90.20 3.94 37.51 -18.35 29.12 20 -2.36 90.20 3.94 37.51 -18.35 29.12 21 -6.03 90.20 -5.79 37.51 26.99 29.12 22 -5.68 90.20 -5.79 37.51 26.99 29.12 23 -3.37 90.20 -5.79 37.51 26.99 29.12 24 -3.02 90.20 -5.79 37.51 26.99 29.12 25 -5.72 90.20 -5.79 37.51 26.99 29.12 26 -5.81 90.20 -5.79 37.51 26.99 29.12 27 -6.03 90.20 5.25 37.51 -24.47 29.12 28 -5.68 90.20 5.25 37.51 -24.47 29.12 29 -3.37 90.20 5.25 37.51 -24.47 29.12 30 -3.02 90.20 5.25 37.51 -24.47 29.12 31 -5.72 90.20 5.25 37.51 -24.47 29.12 32 -5.81 90.20 5.25 37.51 -24.47 29.12 33 -5.59 90.20 -5.79 37.51 26.99 29.12 34 -5.24 90.20 -5.79 37.51 26.99 29.12 35 -2.93 90.20 -5.79 37.51 26.99 29.12 36 -2.58 90.20 -5.79 37.51 26.99 29.12 37 -5.27 90.20 -5.79 37.51 26.99 29.12 38 -5.37 90.20 -5.79 37.51 26.99 29.12 39 -5.59 90.20 5.25 37.51 -24.47 29.12 40 -5.24 90.20 5.25 37.51 -24.47 29.12 41 -2.93 90.20 5.25 37.51 -24.47 29.12 42 -2.58 90.20 5.25 37.51 -24.47 29.12 43 -5.27 90.20 5.25 37.51 -24.47 29.12 44 -5.37 90.20 5.25 37.51 -24.47 29.12 45 2.71 39.55 0.00 37.51 0.00 19.71 46 2.72 39.55 0.00 37.51 0.00 19.71 47_ 6.48 39.55 0.00 37.51 0.00 19.71 48 6.49 39.55 0.00 37.51 0.00 19.71 49 2.71 39.55 0.00 37.51 0.00 19.71 50 2.72 39.55 0.00 37.51 0.00 19.71 51 0.79 39.55 0.00 37.51 0.00 19.71 52 0.80 39.55 0.00 37.51 0.00 19.71 53 2.72 39.55 0.00 37.51 0.00 19.71 54 2.72 39.55 0.00 37.51 0.00 19.71 55 6.49 39.55 0.00 37.51 0.00 19.71 56 6.49 39.55 0.00 37.51 0.00 19.71 57 2.72 39.55 0.00 37.51 0.00 19.71 58 2.72 39.55 0.00 37.51 0.00 19.71 59 0.80 39.55 0.00 37.51 0.00 19.71 60 0.80 39.55 0.00 37.51 0.00 19.71 61 1.47 39.55 0.00 37.51 0.00 19.71 62 1.73 39.55 0.00 37.51 0.00 19.71 63 3.46 39.55 0.00 37.51 0.00 19.71 64 3.72 39.55 0.00 37.51 0.00 19.71 65 1.70 39.55 0.00 37.51 0.00 19.71 A-704 10/11/2021 EWL PesL vt 66 1.64 39.55 0.00 37.51 0.00 19.71 67 -2.53 90.20 0.00 37.51 0.00 19.71 68 -2.27 90.20 0.00 37.51 0.00 19.71 69 -0.53 90.20 0.00 37.51 0.00 19.71 70 -0.27 90.20 0.00 37.51 0.00 19.71 71 -2.29 90.20 0.00 37.51 0.00 19.71 72 -2.36 90.20 0.00 37.51 0.00 19.71 73 -6.03 90.20 0.00 37.51 0.00 19.71 74 -5.68 90.20 0.00 37.51 0.00 19.71 75 -3.37 90.20 0.00 37.51 0.00 19.71 76 -3.02 90.20 0.00 37.51 0.00 19.71 77 -5.72 90.20 0.00 37.51 0.00 19.71 78 -5.81 90.20 0.00 37.51 0.00 19.71 79 -5.59 90.20 0.00 37.51 0.00 19.71 80 -5.24 90.20 0.00 37.51 0.00 19.71 81 -2.93 90.20 0.00 37.51 0.00 19.71 82 -2.58 90.20 0.00 37.51 0.00 19.71 83 -5.27 90.20 0.00 37.51 0.00 19.71 84 -5.37 90.20 0.00 37.51 0.00 19.71 85 5.60 39.55 0.00 37.51 0.00 19.71 86 4.81 39.55 0.00 37.51 0.00 19.71 87 4.41 39.55 0.00 37.51 0.00 19.71 88 8.46 39.55 0.00 37.51 0.00 19.71 89 5.24 39.55 0.00 37.51 0.00 19.71 90 1.32 39.55 0.00 37.51 0.00 19.71 91 1.33 39.55 0.00 37.51 0.00 19.71 1 10.78 39.55 0.00 37.51 0.00 20.04 2 3.80 39.55 0.00 37.51 0.00 20.04 3 1.75 39.55 0.00 37.51 0.00 20.04 4 9.04 39.55 0.00 37.51 0.00 20.04 5 7.57 39.55 -4.11 37.51 17.85 29.21 6 5.43 39.55 -4.11 37.51 17.85 29.21 7 3.87 39.55 -4.11 37.51 17.85 29.21 8 -0.21 90.20 -4.11 37.51 17.85 29.21 9 7.57 39.55 3.73 37.51 -16.18 29.21 10 5:43 39.55 3.73 37.51 -16.18 29.21 11 3.87 39.55 3.73 37.51 -16.18 29.21 12 -0.21 90.20 3.73 37.51 -16.18 29.21 13 2.33 39.55 -4.11 37.51 17.85 29.21 14 0.19 39.55 -4.11 37.51 17.85 29.21 15 -1.57 90.20 -4.11 37.51 17.85 29.21 16 -5.45 90.20 -4.11 37.51 17.85 29.21 17 2.33 39.55 3.73 37.51 -16.18 29.21 18 0.19 39.55 3.73 37.51 -16.18 29.21 19 -1.57 90.20 3.73 37.51 -16.18 29.21 20 -5.45 90.20 3.73 37.51 -16.18 29.21 21 -5.32 90.20 -5.48 37.51 23.80 29.21 22 -8.18 90.20 -5.48 37.51 23.80 29.21 23 -1.03 90.20 -5.48 37.51 23.80 29.21 24 -3.89 90.20 -5.48 37.51 23.80 29.21 25 -5.96 90.20 -5.48 37.51 23.80 29.21 26 -11.13 90.20 -5.48 37.51 23.80 29.21 27 -5.32 90.20 4.97 37.51 -21.58 29.21 28 -8.18 90.20 4.97 37.51 -21.58 29.21 29 -1.03 90.20 4.97 37.51 -21.58 29.21 30 -3.89 90.20 4.97 37.51 -21.58 29.21 31 -5.96 90.20 4.97 37.51 -21.58 29.21 32 -11.13 90.20 4.97 37.51 -21.58 29.21 A-705 lo/u/2o21 EwAes L. o ut 33 -4.71 90.20 -5.48 37.51 23.80 29.21 34 -7.57 90.20 -5.48 37.51 23.80 29.21 35 -0.42 90.20 -5.48 37.51 23.80 29.21 36 -3.28 90.20 -5.48 37.51 23.80 29.21 37 -5.34 90.20 -5.48 37.51 23.80 29.21 38 -10.51 90.20 -5.48 37.51 23.80 29.21 39 -4.71 90.20 4.97 37.51 -21.58 29.21 40 -7.57 90.20 4.97 37.51 -21.58 29.21 41 -0.42 90.20 4.97 37.51 -21.58 29.21 42 -3.28 90.20 4.97 37.51 -21.58 29.21 43 -5.34 90.20 4.97 37.51 -21.58 29.21 44 -10.51 90.20 4.97 37.51 -21.58 29.21 45 3.80 39.55 0.00 37.51 0.00 20.04 46 3.89 39.55 0.00 37.51 0.00 20.04 47 9.04 39.55 0.00 37.51 0.00 20.04 48 9.10 39.55 0.00 37.51 0.00 20.04 49 3.80 39.55 0.00 37.51 0.00 20.04 50 3.86 39.55 0.00 37.51 0.00 20.04 51 1.05 39.55 0.00 37.51 0.00 20.04 52 1.14 39.55 0.00 37.51 0.00 20.04 53 3.80 39.55 0.00 37.51 0.00 20.04 54 3.80 39.55 0.00 37.51 0.00 20.04 55 9.04 39.55 0.00 37.51 0.00 20.04 56 9.04 39.55 0.00 37.51 0.00 20.04 57 3.80 39.55 0.00 37.51 0.00 20.04 58 3.80 39.55 0.00 37.51 0.00 20.04 59 1.05 39.55 0.00 37.51 0.00 20.04 60 1.05 39.55 0.00 37.51 0.00 20.04 61 4.35 39.55 0.00 37.51 0.00 20.04 62 2.21 39.55 0.00 37.51 0.00 20.04 63 7.57 39.55 0.00 37.51 0.00 20.04 64 5.43 39.55 0.00 37.51 0.00 20.04 65 3.87 39.55 0.00 37.51 0.00 20.04 66 -0.21 90.20 0.00 37.51 0.00 20.04 67 -1.10 90.20 0.00 37.51 0.00 20.04 68 -3.24 90.20 0.00 37.51 0.00 20.04 69 2.33 39.55 0.00 37.51 0.00 20.04 70 0.19 39.55 0.00 37.51 0.00 20.04 71 -1.57 90.20 0.00 37.51 0.00 20.04 72 -5.45 90.20 0.00 37.51 0.00 20.04 73 -5.32 90.20 0.00 37.51 0.00 20.04 74 -8.18 90.20 0.00 37.51 0.00 20.04 75 -1.03 90.20 0.00 37.51 0.00 20.04 76 -3.89 90.20 0.00 37.51 0.00 20.04 77 -5.96 90.20 0.00 37.51 0.00 20.04 78 -11.13 90.20 0.00 37.51 0.00 20.04 79 -4.71 90.20 0.00 37.51 0.00 20.04 80 -7.57 90.20 0.00 37.51 0.00 20.04 81 -0.42 90.20 0.00 37.51 0.00 20.04 82 -3.28 90.20 0.00 37.51 0.00 20.04 83 -5.34 90.20 0.00 37.51 0.00 20.04 84 -10.51 90.20 0.00 37.51 0.00 20.04 85 7.60 39.55 0.00 37.51 0.00 20.04 86 7.33 39.55 0.00 37.51 0.00 20.04 87 7.34 39.55 0.00 37.51 0.00 20.04 88 7.56 39.55 0.00 37.51 0.00 20.04 89 11.17 39.55 0.00 37.51 0.00 20.04 90 1.75 39.55 0.00 37.51 0.00 20.04 A-706 IOAU/2021 C-wDesL.out . 91 1.84 39.55 0.00 37.51 0.00 20.04 1 5.71 37.41 0.00 26.83 0.00 14.91 2 1.66 37.41 0.00 26.83 0.00 14.91 3 1.02 37.41 0.00 26.83 0.00 14.91 4 4.70 37.41 0.00 26.83 0.00 14.91 5 5.55 37.41 -1.99 26.83 7.96 21.15 6 2.53 37.41 -1.99 26.83 7.96 21.15 7 6.57 37.41 -1.99 26.83 7.96 21.15 8 5.80 37.41 -1.99 26.83 7.96 21.15 9 1.97 37.41 1.73 26.83 -6.93 21.15 10 -1.21 75.42 1.73 26.83 -6.93 21.15 11 3.00 37.41 1.73 26.83 -6.93 21.15 12 2.22 37.41 1.73 26.83 -6.93 21.15 13 2.50 37.41 -1.99 26.83 7.96 21.15 14 -0.68 75.42 -1.99 26.83 7.96 21.15 15 3.53 37.41 -1.99 26.83 7.96 21.15 16 2.75 37.41 -1.99 26.83 7.96 21.15 17 -1.23 75.42 1.73 26.83 -6.93 21.15 18 -4.25 75.42 1.73 26.83 -6.93 21.15 19 -0.21 75.42 1.73 26.83 -6.93 21.15 20 -0.99 75.42 1.73 26.83 -6.93 21.15 21 0.32 37.41 -2.65 26.83 10.62 21.15 22 -3.80 75.42 -2.65 26.83 10.62 21.15 23 1.74 37.41 -2.65 26.83 10.62 21.15 24 -2.38 75.42 -2.65 26.83 10.62 21.15 25 3.11 37.41 -2.65 26.83 10.62 21.15 26 2.07 37.41 -2.65 26.83 10.62 21.15 27 -4.55 75.42 2.31 26.83 -9.25 21.15 28 -8.57 75.42 2.31 26.83 -9.25 21.15 29 -3.12 75.42 2.31 26.83 -9.25 21.15 30 -7.15 75.42 2.31 26.83 -9.25 21.15 31 -1.76 75.42 2.31 26.83 -9.25 21.15 32 -2.79 75.42 2.31 26.83 -9.25 21.15 33 0.72 37.41 -2.65 26.83 10.62 21.15 34 -3.46 75.42 -2.65 26.83 10.62 21.15 35 2.15 37.41 -2.65 26.83 10.62 21.15 36 -2.04 75.42 -2.65 26.83 10.62 21.15 37 3.52 37.41 -2.65 26.83 10.62 21.15 38 2.48 37.41 -2.65 26.83 10.62 21.15 39 -4.21 75.42 2.31 26.83 -9.25 21.15 40 -8.23 75.42 2.31 26.83 -9.25 21.15 41 -2.78 75.42 2.31 26.83 -9.25 21.15 42 -6.81 75.42 2.31 26.83 -9.25 21.15 43 -1.41 75.42 2.31 26.83 -9.25 21.15 44 -2.45 75.42 2.31 26.83 -9.25 21.15 45 1.76 37.41 0.00 26.83 0.00 14.91 46 1.66 37.41 0.00 26.83 0.00 14.91 47 4.77 37.41 0.00 26.83 0.00 14.91 48 4.70 37.41 0.00 26.83 0.00 14.91 49 1.73 37.41 0.00 26.83 0.00 14.91 50 1.66 37.41 0.00 26.83 0.00 14.91 51 0.71 37.41 0.00 26.83 0.00 14.91 52 0.61 37.41 0.00 26.83 0.00 14.91 53 1.66 37.41 0.00 26.83 0.00 14.91 54 1.72 37.41 0.00 26.83 0.00 14.91 55 4.70 37.41 0.00 26.83 0.00 14.91 56 4.75 37.41 0.00 26.83 0.00 14.91 57 1.66 37.41 0.00 26.83 0.00 14.91 A-707 20/12/2021 SWAPSL.Out Co15 58 1.70 37.41 0.00 26.83 0.00 14.91 Co15 59 0.61 37.41 0.00 26.83 0.00 14.91 C015 60 0.67 37.41 0.00 26.83 0.00 14.91 Co15 61 0.90 37.41 0.00 26.83 0.00 14.91 Co15 62 -2.28 75.42 0.00 26.83 0.00 14.91 Co15 63 1.97 37.41 0.00 26.83 0.00 14.91 Co15 64 -1.21 75.42 0.00 26.83 0.00 14.91 C015 65 3.00 37.41 0.00 26.83 0.00 14.91 Co15 66 2.22 37.41 0.00 26.83 0.00 14.91 Co15 67 -2.30 75.42 0.00 26.83 0.00 14.91 C015 68 -5.32 75.42 0.00 26.83 0.00 14.91 C015 69 -1.23 75.42 0.00 26.83 0.00 14.91 Co15 70 -4.25 75.42 0.00 26.83 0.00 14.91 Co15 71 -0.21 75.42 0.00 26.83 0.00 14.91 Co15 72 -0.99 75.42 0.00 26.83 0.00 14.91 C015 73 -4.55 75.42 0.00 26.83 0.00 14.91 Co15 74 -8.57 75.42 0.00 26.83 0.00 14.91 Co15 75 -3.12 75.42 0.00 26.83 0.00 14.91 C015 76 -7.15 75.42 0.00 26.83 0.00 14.91 Co15 77 -1.76 75.42 0.00 26.83 0.00 14.91 Co15 78 -2.79 75.42 0.00 26.83 0.00 14.91 C015 79 -4.21 75.42 0.00 26.83 0.00 14.91 Co15 80 -8.23 75.42 0.00 26.83 0.00 14.91 C015 81 -2.78 75.42 0.00 26.83 0.00 14.91 C015 82 -6.81 75.42 0.00 26.83 0.00 14.91 Co15 83 -1.41 75.42 0.00 26.83 0.00 14.91 Co15 84 -2.45 75.42 0.00 26.83 0.00 14.91 Co15 85 1.24 37.41 0.00 26.83 0.00 14.91 Co15 86 4.35 37.41 0.00 26.83 0.00 14.91 Co15 87 4.36 37.41 0.00 26.83 0.00 14.91 Co15 88 1.26 37.41 0.00 26.83 0.00 14.91 C015 89 3.92 37.41 0.00 26.83 0.00 14.91 Co15 90 1.12 37.41 0.00 26.83 0.00 14.91 Co15 ----- 91 1.02 37.41 0.00 26.83 0.00 14.91 Rafl ---- 1 ------ 0.30 ------ 86.15 ------ -5.32 ------ 42.68 ------ 20.82 ------ 28.50 Raft 2 0.10 86.15 -1.77 42.68 6.94 28.53 Rafl 3 0.04 86.15 -0.78 42.68 3.05 28.50 Rafl 4 0.25 86.15 -4.44 42.68 17.35 28.51 Rafl 5 2.02 84.49 -1.60 42.68 6.01 26.65 Rafl 6 -0.80 106.00 -3.37 42.68 13.51 29.70 Rafl 7 -0.57 106.00 -0.09 42.68 -0.38 42.27 Rafl 8 -0.39 106.00 -1.81 42.68 7.37 30.55 Rafl 9 2.02 84.49 -1.60 42.68 6.01 26.65 Rafl 10 -0.80 106.00 -3.37 42.68 13.51 29.70 Rafl 11 -0.57 106.00 -0.09 42.68 -0.38 42.27 Rafl 12 -0.39 106.00 -1.81 42.68 7.37 30.55 Rafl 13 1.92 84.49 1.06 42.68 -4.40 42.27 Rafl 14 -0.63 106.00 0.73 42.68 3.10 30.61 Rafl 15 -0.66 106.00 2.63 42.68 -10.65 42.27 Rafl 16 -0.37 106.00 0.86 42.68 2.46 24.51 Rafl 17 1.92 84.49 1.06 42.68 -4.40 42.27 Rafl 18 -0.63 106.00 0.73 42.68 3.10 30.61 Rafl 19 -0.66 106.00 2.63 42.68 -10.65 42.27 Rafl 20 -0.37 106.00 0.86 42.68 2.46 24.51 Rafl 21 0.96 84.49 5.40 42.68 -21.52 42.27 Rafl 22 -2.62 106.00 3.04 42.68 8.28 27.09 Rafl 23 2.48 84.49 3.31 42.68 -13.28 42.27 20/11/2021 c-WDP,SL.Dut 24 -0.85 106.00 0.95 42.68 2.80 23.36 25 -0.94 106.00 5.40 42.68 -21.62 42.27 26 -0.55 106.00 3.04 42.68 8.30 26.97 27 0.96 84.49 5.40 42.68 -21.52 42.27 28 -2.62 106.00 3.04 42.68 8.28 27.09 29 2.48 84.49 3.31 42.68 -13.28 42.27 30 -0.85 106.00 0.95 42.68 2.80 23.36 31 -0.94 106.00 5.40 42.68 -21.62 42.27 32 -0.55 106.00 3.04 42.68 8.30 26.97 33 0.97 84.49 5.08 42.68 -20.30 42.27 34 -2.61 106.00 2.73 42.68 7.46 26.93 35 2.49 84.49 3.00 42.68 -12.06 42.27 36 -0.84 106.00 0.64 42.68 1.98 21.12 37 -0.93 106.00 5.09 42.68 -20.40 42.27 38 -0.54 106.00 2.72 42.68 7.47 26.79 39 0.97 84.49 5.08 42.68 -20.30 42.27 40 -2.61 106.00 2.73 42.68 7.46 26.93 41 2.49 84.49 3.00 42.68 -12.06 42.27 42 -0.84 106.00 0.64 42.68 1.98 21.12 43 -0.93 106.00 5.09 42.68 -20.40 42.27 44 -0.54 106.00 2.72 42.68 7.47 26.79 45 0.13 86.15 -1.77 42.68 6.95 28.54 46 -0.14 106.00 -1.77 42.68 6.93 28.51 47 0.27 86.15 -4.44 42.68 17.35 28.51 48 -0.30 106.00 -4.43 42.68 17.34 28.50 49 0.12 86.15 -1.77 42.68 6.94 28.54 50 -0.13 106.00 -1.77 42.68 6.93 28.51 51 0.06 86.15 -0.47 42.68 1.84 28.56 52 -0.06 106.00 -0.47 42.68 1.82 28.44 53 0.10 86.15 -1.77 42.68 6.94 28.53 54 0.10 86.15 -1.77 42.68 6.94 28.53 55 0.25 86.15 -4.44 42.68 17.35 28.51 56 0.25 86.15 -4.44 42.68 17.35 28.51 57 0.10 86.15 -1.77 42.68 6.94 28.53 58 0.10 86.15 -1.77 42.68 6.94 28.53 59 0.03 86.15 -0.47 42.68 1.83 28.50 60 0.03 86.15 -0.47 42.68 1.83 28.50 61 0.88 84.49 -0.07 42.68 -0.33 42.27 62 -1.94 106.00 -1.81 42.68 7.34 30.38 63 2.02 84.49 -1.60 42.68 6.01 26.65 64 -0.80 106.00 -3.37 42.68 13.51 29.70 65 -0.57 106.00 -0.09 42.68 -0.38 42.27 66 -0.39 106.00 -1.81 42.68 7.37 30.55 67 0.78 84.49 2.62 42.68 -10.57 42.27 68 -1.91 106.00 0.86 42.68 2.44 24.82 69 1.92 84.49 1.06 42.68 -4.40 42.27 70 -0.63 106.00 0.73 42.68 3.10 30.61 71 -0.66 106.00 2.63 42.68 -10.65 42.27 72 -0.37 106.00 0.86 42.68 2.46 24.51 73 0.96 84.49 5.40 42.68 -21.52 42.27 74 -2.62 106.00 3.04 42.68 8.28 27.09 75 2.48 84.49 3.31 42.68 -13.28 42.27 76 -0.85 106.00 0.95 42.68 2.80 23.36 77 -0.94 106.00 5.40 42.68 -21.62 42.27 78 -0.55 106.00 3.04 42.68 8.30 26.97 79 0.97 84.49 5.08 42.68 -20.30 42.27 80 -2.61 106.00 2.73 42.68 7.46 26.93 81 2.49 84.49 3.00 42.68 -12.06 42.27 A-709 10A W2021 G-WAPSL mtt 82 -0.84 106.00 0.64 42.68 1.98 21.12 83 -0.93 106.00 5.09 42.68 -20.40 42.27 84 -0.54 106.00 2.72 42.68 7.47 26.79 85 -0.30 106.00 -5.01 42.68 13.96 19.37 86 0.30 86.15 4.72 42.68 13.85 20.35 87 0.34 86.15 -5.38 42.68 21.88 30.45 88 0.28 86.15 4.44 42.68 12.72 21.98 89 -0.30 106.00 -5.01 42.68 14.08 19.39 90 0.07 86.15 -0.78 42.68 3.06 28.54 91 -0.08 106.00 -0.78 42.68 3.04 28'.46 1 0.26 81.34 4.13 42.68 -8.40 42.27 2 0.09 81.34 1.37 42.68 -2.81 42.27 3 0.04 81.34 0.61 42.68 0.82 28.03 4 0.22 81.34 3.44 42.68 -7.00 42.27 5 1.65 86.15 2.13 42.68 2.98 35.36 6 -0.82 106.00 -2.02 42.68 -6.12 42.27 7 -0.89 106.00 1.33 42.68 1.94 25.77 8 -0.60 106.00 -1.04 42.68 -3.59 42.27 9 1.65 86.15 2.13 42.68 2.98 35.36 10 -0.82 106.00 -2.02 42.68 -6.12 42.27 11 -0.89 106.00 1.33 42.68 1.94 25.77 12 -0.60 106.00 -1.04 42.68 -3.59 42.27 13 1.56 86.15 -0.63 42.68 2.31 34.20 14 -0.75 106.00 -0.68 42.68 -2.00 42.27 15 -0.94 106.00 1.54 42.68 5.06 36.10 16 -0.65 106.00 -1.71 42.68 -2.43 42.27 17 1.56 86.15 -0.63 42.68 2.31 34.20 18 -0.75 106.00 -0.68 42.68 -2.00 42.27 19 -0.94 106.00 1.54 42.68 5.06 36.10 20 -0.65 106.00 -1.71 42.68 -2.43 42.27 21 0.25 86.15 3.27 42.68 9.52 37.56 22 -3.01 106.00 -3.62 42.68 -5.05 42.27 23 2.02 86.15 1.98 42.68 6.05 36.95 24 -1.07 106.00 -2.26 42.68 -3.23 42.27 25 -1.34 106.00 3.25 42.68 9.74 37.19 26 -0.95 106.00 -3.74 42.68 -5.21 42.27 27 0.25 86.15 3.27 42.68 9.52 37.56 28 -3.01 106.00 -3.62 42.68 -5.05 42.27 29 2.02 86.15 1.98 42.68 6.05 36.95 30 -1.07 106.00 -2.26 42.68 -3.23 42.27 31 -1.34 106.00 3.25 42.68 9.74 37.19 32 -0.95 106.00 -3.74 42.68 -5.21 42.27 33 0.26 86.15 3.08 42.68 9.03 37.44 34 -2.99 106.00 -3.38 42.68 -4.72 42.27 35 2.03 86.15 1.78 42.68 5.56 36.71 36 -1.06 106.00 -2.02 42.68 -2.90 42.27 37 -1.32 106.00 3.05 42.68 9.25 37.06 38 -0.94 106.00 -3.49 42.68 -4.88 42.27 39 0.26 86.15 3.08 42.68 9.03 37.44 40 -2.99 106.00 -3.38 42.68 -4.72 42.27 41 2.03 86.15 1.78 42.68 5.56 36.71 42 -1.06 106.00 -2.02 42.68 -2.90 42.27 43 -1.32 106.00 3.05 42.68 9.25 37.06 44 -0.94 106.00 -3.49 42.68 -4.88 42.27 45 0.14 81.34 1.36 42.68 -2.81 42.27 46 -0.12 106.00 1.37 42.68 -2.80 42.27 47 0.26 81.34 3.44 42.68 -7.01 42.27 48 0.18 81.34 3.45 42.68 -6.99 42.27 A-710 10/11/2021 EwDesL.out 49 0.13 81.34 1.36 42.68 -2.81 42.27 50 -0.11 106.00 1.37 42.68 -2.80 42.27 51 0.08 81.34 0.36 42.68 -0.75 42.27 52 -0.07 106.00 0.37 42.68 0.51 28.04 53 0.09 81.34 1.37 42.68 -2.81 42.27 54 0.09 81.34 1.37 42.68 -2.81 42.27 55 0.22 81.34 3.44 42.68 -7.00 42.27 56 0.22 81.34 3.44 42.68 -7.00 42.27 57 0.09 81.34 1.37 42.68 -2.81 42.27 58 0.09 81.34 1.37 42.68 -2.81 42.27 59 0.02 81.34 0.36 42.68 0.49 28.03 60 0.02 81.34 0.36 42.68 0.49 28.03 61 0.32 86.15 1.11 42.68 1."62 34.30 62 -2.15 106.00 -1.05 42.68 -3.53 42.27 63 1.65 86.15 2.13 42.68 2.98 35.36 64 -0.82 106.00 -2.02 42.68 -6.12 42.27 65 -0.89 106.00 1.33 42.68 1.94 25.77 66 -0.60 106.00 -1.04 42.68 -3.59 42.27 67 0.24 86.15 1.56 42.68 4.89 36.62 68 -2.20 106.00 -1.62 42.68 -2.30 42.27 69 1.56 86.15 -0.63 42.68 2.31 34.20 70 -0.75 106.00 -0.68 42.68 -2.00 42.27 71 -0.94 106.00 1.54 42.68 5.06 36.10 72 -0.65 106.00 -1.71 42.68 -2.43 42.27 73 0.25 86.15 3.27 42.68 9.52 37.56 74 -3.01 106.00 -3.62 42.68 -5.05 42.27 75 2.02 86.15 1.98 42.68 6.05 36.95 76 -1.07 106.00 -2.26 42.68 -3.23 42.27 77 -1.34 106.00 3.25 42.68 9.74 37.19 78 -0.95 106.00 -3.74 42.68 -5.21 42.27 79 0.26 86.15 3.08 42.68 9.03 37.44 80 -2.99 106.00 -3.38 42.68 -4.72 42.27 81 2.03 86.15 1.78 42.68 5.56 36.71 82 -1.06 106.00 -2.02 42.68 -2.90 42.27 83 -1.32 106.00 3.05 42.68 9.25 37.06 84 -0.94 106.00 -3.49 42.68 -4.88 42.27 85 0.29 81.34 4.38 42.68 6.00 20.02 86 0.17 86.15 -3.51 42.68 -13.80 42.27 87 0.21 86.15 -3.12 42.68 -10.58 42.27 88 0.29 81.34 4.42 42.68 6.03 19.96 89 0.27 81.34 4.05 42.68 5.51 30.88 90 0.09 81.34 0.60 42.68 -1.24 42.27 91 -0.09 106.00 0.61 42.68 0.83 28.04 1 0.34 81.34 -5.50 42.68 22.22 28.35 2 0.12 81.34 -1.84 42.68 7.63 29.52 3 0.05 81.34 -0.80 42.68 3.23 28.03 4 0.29 81.34 -4.58 42.68 18.57 28.47 5 1.72 81.34 3.77 42.68 16.49 29.60 6 1.44 85.04 2.01 42.68 8.62 25.35 7 -0.99 106.00 -1.82 42.68 6.94 25.77 8 -0.56 106.00 -0.23 42.68 -0.94 42.27 9 1.72 81.34 3.77 42.68 16.49 29.60 10 1.44 85.04 2.01 42.68 8.62 25.35 11 -0.99 106.00 -1.82 42.68 6.94 25.77 12 -0.56 106.00 -0.23 42.68 -0.94 42.27 13 1.54 81.34 1.28 42.68 5.55 27.85 14 1.53 85.04 0.99 42.68 3.80 19.49 15 -0.88 106.00 -0.94 42.68 -4.00 42.27 A-711 10/11/2021 EWAPSI_.Dvit 16 -0.45 106.00 2.74 42.68 -11.88 42.27 17 1.54 81.34 1.28 42.68 5.55 27.85 18 1.53 85.04 0.99 42.68 3.80 19.49 19 -0.88 106.00 -0.94 42.68 -4.00 42.27 20 -0.45 106.00 2.74 42.68 -11.88 42.27 21 0.50 85.04 3.04 42.68 9.72 20.98 22 -2.58 106.00 5.46 42.68 15.90 25.34 23 1.94 81.34 0.86 42.68 4.16 18.88 24 2.12 85.04 3.29 42.68 10.25 22.20 25 -1.10 106.00 3.20 42.68 -13.57 42.27 26 -0.52 106.00 5.62 42.68 -24.08 42.27 27 0.50 85.04 3.04 42.68 9.72 20.98 28 -2.58 106.00 5.46 42.68 15.90 25.34 29 1.94 81.34 0.86 42.68 4.16 18.88 30 2.12 85.04 3.29 42.68 10.25 22.20 31 -1.10 106.00 3.20 42.68 -13.57 42.27 32 -0.52 106.00 5.62 42.68 -24.08 42.27 33 0.49 85.04 2.72 42.68 8.84 20.23 34 -2.59 106.00 5.14 42.68 15.02 25.18 35 1.96 81.34 -0.58 42.68 3.34 18.42 36 2.11 85.04 2.97 42.68 9.36 21.63 37 -1.11 106.00 2.87 42.68 -12.28 42.27 38 -0.53 106.00 5.30 42.68 -22.79 42.27 39 0.49 85.04 2.72 42.68 8.84 20.23 40 -2.59 106.00 5.14 42.68 15.02 25.18 41 1.96 81.34 -0.58 42.68 3.34 18.42 42 2.11 85.04 2.97 42.68 9.36 21.63 43 -1.11 106.00 2.87 42.68 -12.28 42.27 44 -0.53 106.00 5.30 42.68 -22.79 42.27 45 0.20 81.34 -1.84 42.68 7.63 29.52 46 -0.13 106.00 -1.84 42.68 7.64 29.52 47 0.35 81.34 -4.58 42.68 18.57 28.47 48 0.22 81.34 -4.58 42.68 18.58 28.47 49 0.18 81.34 -1.84 42.68 7.63 .29.52 50 -0.11 106.00 -1.84 42.68 7.64 29.52 51 0.11 81.34 -0.48 42.68 1.93 28.02 52 -0.08 106.00 -0.48 42.68 1.94 28.04 53 0.12 81.34 -1.84 42.68 7.63 29.52 54 0.12 81.34 -1.84 42.68 7.63 29.52 55 0.29 81.34 -4.58 42.68 18.57 28.47 56 0.29 81.34 -4.58 42.68 18.57 28.47 57 0.12 81.34 -1.84 42.68 7.63 29.52 58 0.12 81.34 -1.84 42.68 7.63 29.52 59 0.03 81.34 -0.48 42.68 1.94 28.03 60 0.03 81.34 -0.48 42.68 1.94 28.03 61 0.38 81.34 2.19 42.68 9.57 26.65 62 -2.10 106.00 0.43 42.68 1.71 31.02 63 1.72 81.34 3.77 42.68 16.49 29.60 64 1.44 85.04 2.01 42.68 8.62 25.35 65 -0.99 106.00 -1.82 42.68 6.94 25.77 66 -0.56 106.00 -0.23 42.68 -0.94 42.27 67 0.32 85.04 0.80 42.68 3.43 19.17 68 -1.99 106.00 2.62 42.68 8.01 23.00 69 1.54 81.34 1.28 42.68 5.55 27.85 70 1.53 85.04 0.99 42.68 3.80 19.49 71 -0.88 106.00 -0.94 42.68 -4.00 42.27 72 -0.45 106.00 2.74 42.68 -11.88 42.27 73 0.50 85.04 3.04 42.68 9.72 20.98 A-712 10/1V2021 EwDesL-.out 74 -2.58 106.00 5.46 42.68 15.90 25.34 75 1.94 81.34 0.86 42.68 4.16 18.88 76 2.12 85.04 3.29 42.68 10.25 22.20 77 -1.10 106.00 3.20 42.68 -13.57 42.27 78 -0.52 106.00 5.62 42.68 -24.08 42.27 79 0.49 85.04 2.72 42.68 8.84 20.23 80 -2.59 106.00 5.14 42.68 15.02 25.18 81 1.96 81.34 -0.58 42.68 3.34 18.42 82 2.11 85.04 2.97 42.68 9.36 21.63 83 -1.11 106.00 2.87 42.68 -12.28 42.27 84 -0.53 106.00 5.30 42.68 -22.79 42.27 85 0.33 81.34 -5.22 42.68 16.40 20.02 86 -0.29 106.00 4.93 42.68 14.64 19.66 87 -0.28 106.00 4.94 42.68 14.76 19.73 88 0.33 81.34 -5.20 42.68 15.95 19.96 89 0.35 81.34 -5.57 42.68 23.73 30.88 90 0.13 81.34 -0.80 42.68 3.22 28.02 91 -0.09 106.00 -0.80 42.68 3.23 28.04 1 0.22 85.04 -3.50 42.68 -9.33 42.27 2 0.07 85.04 -1.11 42.68 -3.58 42.27 3 0.03 85.04 -0.52 42.68 -1.31 42.27 4 0.18 85.04 -2.90 42.68 -7.89 42.27 5 1.70 85.04 2.51 42.68 -11.39 42.27 6 1.78 85.04 1.40 42.68 -7.73 42.27 7 -0.27 106.00 -1.33 42.68 4.54 42.27 8 0.37 85.04 -0.30 42.68 4.52 33.39 9 1.70 85.04 2.51 42.68 -11.39 42.27 10 1.78 85.04 1.40 42.68 -7.73 42.27 11 --0.27 106.00 -1.33 42.68 4.54 42.27 12 0.37 85.04 -0.30 42.68 4.52 33.39 13 1.59 85.04 1.03 42.68 -9.88 42.27 14 1.67 85.04 1.20 42.68 -9.90 42.27 15 -0.17 106.00 -0.61 42.68 2.58 30.70 16 0.26 85.04 -1.72 42.68 6.50 33.50 17 1.59 85.04 1.03 42.68 -9.88 42.27 18 1.67 85.04 1.20 42.68 -9.90 42.27 19 -0.17 106.00 -0.61 42.68 2.58 30.70 20 0.26 85.04 -1.72 42.68 6.50 33.50 21 ` 0.53 85.04 2.64 42.68 -13.92 42.27 22 0.64 85.04 4.01 42.68 -13.96 42.27 23 2.05 85.04 1.40 42.68 -13.89 42.27 24 2.15 85.04 2.77 42.68 -13.93 42.27 25 -0.16 106.00 -1.98 42.68 7.41 33.67 26 0.27 85.04 -3.46 42.68 12.65 34.27 27 0.53 85.04 2.64 42.68 -13.92 42.27 28 0.64 85.04 4.01 42.68 -13.96 42.27 29 2.05 85.04 1.40 42.68 -13.89 42.27 30 2.15 85.04 2.77 42.68 -13.93 42.27 31 -0.16 106.00 -1.98 42.68 7.41 33.67 32 0.27 85.04 -3.46 42.68 12.65 34.27 33 0.55 85.04 2.43 42.68 -13.54 42.27 34 0.65 85.04 3.80 42.68 -13.57 42.27 35 2.06 85.04 1.20 42.68 -13.51 42.27 36 2.17 85.04 2.56 42.68 -13.54 42.27 37 -0.17 106.00 -1.80 42.68 6.90 33.14 38 0.28 85.04 -3.29 42.68 12.14 34.00 39 0.55 85.04 2.43 42.68 -13.54 42.27 40 0.65 85.04 3.80 42.68 -13.57 42.27 A-713 10/11/2021 6WDesL-.Out Raf4 41 2.06 85.04 1.20 42.68 -13.51 42.27 Raf4 42 2.17 85.04 2.56 42.68 -13.54 42.27 Raf4 43 -0.17 106.00 -1.80 42.68 6.90 33.14 Raf4 44 0.28 85.04 -3.29 42.68 12.14 34.00 Raf4 45 0.18 85.04 -1.11 42.68 -3.58 42.27 Raf4 46 0.07 85.04 -1.11 42.68 -3.59 42.27 Raf4 47 0.26 85.04 -2.90 42.68 -7.89 42.27 Raf4 48 0.18 85.04 -2.90 42.68 -7.89 42.27 Raf4 49 0.15 85.04 -1.11 42.68 -3.58 42.27 Raf4 50 0.07 85.04 -1.11 42.68 -3.59 42.27 Raf4 51 0.13 85.04 -0.31 42.68 -0.78 42.27 Raf4 52 0.02 85.04 -0.31 42.68 -0.79 42.27 Raf4 53 0.07 85.04 -1.11 42.68 -3.58 42.27 Raf4 54 0.07 85.04 -1.11 42.68 -3.58 42.27 Raf4 55 0.18 85.04 -2.90 42.68 -7.89 42.27 Raf4 56 0.18 85.04 -2.90 42.68 -7.89 42.27 Raf4 57 0.07 85.04 -1.11 42.68 -3.58 42.27 Raf4 58 0.07 85.04 -1.11 42.68 -3.58 42.27 Raf4 59 0.02 85.04 -0.31 42.68 -0.79 42.27 Raf4 60 0.02 85.04 -0.31 42.68 -0.79 42.27 Raf4 61 0.57 85.04 1.52 42.68 -8.03 42.27 Raf4 62 0.65 85.04 0.40 42.68 -6.32 42.27 Raf4 63 1.70 85.04 2.51 42.68 -11.39 42.27 Raf4 64 1.78 85.04 1.40 42.68 -7.73 42.27 Raf4 65 -0.27 106.00 -1.33 42.68 4.54 42.27 Raf4 66 0.37 85.04 -0.30 42.68 4.52 33.39 Raf4 67 0.45 85.04 1.11 42.68 -9.90 42.27 Raf4 68 0.53 85.04 2.13 42.68 -9.92 42.27 Raf4 69 1.59 85.04 1.03 42.68 -9.88 42.27 Raf4 70 1.67 85.04 1.20 42.68 -9.90 42.27 Raf4 71 -0.17 106.00 -0.61 42.68 2.58 30.70 Raf4 72 0.26 85.04 -1.72 42.68 6.50 33.50 Raf4 73 0.53 85.04 2.64 42.68 -13.92 42.27 Raf4 74 0.64 85.04 4.01 42.68 -13.96 42.27 Raf4 75 2.05 85.04 1.40 42.68 -13.89 42.27 Raf4 76 2.15 85.04 2.77 42.68 -13.93 42.27 Raf4 77 -0.16 106.00 -1.98 42.68 7.41 33.67 Raf4 78 0.27 85.04 -3.46 42.68_ 12.65 34.27 Raf4 79 0.55 85.04 2.43 42.68 -13.54 42.27 Raf4 80 0.65 85.04 3.80 42.68 -13.57 42.27 Raf4 81 2.06 85.04 1.20 42.68 -13.51 42.27 Raf4 82 2.17 85.04 2.56 42.68 -13.54 42.27 Raf4 83 -0.17 106.00 -1.80 42.68 6.90 33.14 Raf4 84 0.28 85.04 -3.29 42.68 12.14 34.00 Raf4 85 -0.09 106.00 1.49 42.68 7.40 42.27 Raf4 86 0.23 85.04 -3.64 42.68 -15.29 42.27 Raf4 87 0.24 85.04 -3.63 42.68 -15.24 42.27 Raf4 88 -0.09 106.00 1.47 42.68 7.05 42.27 Raf4 89 0.20 85.04 3.36 42.68 -11.65 42.27 Raf4 90 0.14 85.04 -0.52 42.68 -1.31 42.27 Raf4 91 0.03 85.04 -0.52 42.68 -1.31 42.27 STRENGTH RATIO: Load Axial+ Shear+ Control Id Id Axial Shear Moment Moment Moment UC ----- Coll ---- 1 ----- 0.10 ----- ------ 0.00 ------ 0.00 0.10 ------ ------- 0.10 Coll 2 0.04 0.00 0.00 0.04 0.04 A-714 10/11/2021 swDesL--out Coll 3 0.02 0.00 0.00 0.02 0.02 Coll 4 0.09 0.00 0.00 0.09 0.09 Coll 5 0.13 0.08 0.38 0.42 0.42 Coll 6 0.16 0.08 0.38 0.43 0.43 Coll 7 0.10 0.08 0.38 0.41 0.41 Coll 8 0.13 0.08 0.38 0.42 0.42 Coll 9 0.04 0.07 0.33 0.34 0.34 Coll 10 0.06 0.07 0.33 0.35 0.35 Coll 11 0.01 0.07 0.33 0.33 0.33 Coll 12 0.04 0.07 0.33 0.34 0.34 Coll 13 0.08 0.08 0.38 0.41 0.41 Coll 14 0.11 0.08 0.38 0.41 0.41 Coll 15 0.05 0.08 0.38 0.40 0.40 Coll 16 0.08 0.08 0.38 0.41 0.41 Coll 17 0.01 0.07 0.33 0.34 0.34 Coll 18 0.02 0.07 0.33 0.34 0.34 Coll 19 0.02 0.07 0.33 0.35 0.35 Coll 20 0.01 0.07 0.33 0.34 0.34 Coll 21 0.03 0.10 0.51 0.52 0.52 Coll 22 0.07 0.10 0.51 0.53 0.53 Coll 23 0.07 0.10 0.51 0.53 0.53 Coll 24 0.11 0.10 0.51 0.54 0.54 Coll 25 0.03 0.10 0.51 0.52 0.52 Coll 26 0.07 0.10 0.51 0.53 0.53 Coll 27 0.05 0.09 0.44 0.49 0.49 Coll 28 0.03 0.09 0.44 0.47 0.47 Coll 29 0.03 0.09 0.44 0.47 0.47 Coll 30 0.01 0.09 0.44 0.45 0.45 Coll 31 0.05 0.09 0.44 0.49 0.49 Coll 32 0.03 0.09 0.44 0.47 0.47 Coll 33 0.04 0.10 0.51 0.52 0.52 Coll 34 0.08 0.10 0.51 0.53 0.53 Coll 35 0.08 0.10 0.51 0.53 0.53 Coll 36 0.12 0.10 0.51 0.54 0.54 Coll 37 0.04 0.10 0.51 0.52 0.52 Coll 38 0.08 0.10 0.51 0.53 0.53 Coll 39 0.04 0.09 0.44 0.48 0.48 Coll 40 0.03 0.09 0.44 0.46 0.46 Coll 41 0.02 0.09 0.44 0.46 0.46 Coll 42 0.01 0.09 0.44 0.44 0.44 Coll 43 0.05 0.09 0.44 0.48 0.48 Coll 44 0.03 0.09 0.44 0.46 0.46 Coll 45 0.04 0.00 0.00 0.04 0.04 Coll 46 0.04 0.00 0.00 0.04 0.04 Coll 47 0.09 0.00 0.00 0.09 0.09 Coll 48 0.09 0.00 0.00 0.09 0.09 Coll 49 0.04 0.00 0.00 0.04 0.04 Coll 50 0.04 0.00 0.00 0.04 0.04 Coll 51 0.01 0.00 0.00 0.01 0.01 Coll 52 0.01 0.00 0.00 0.01 0.01 Coll 53 0.04 0.00 0.00 0.04 0.04 Coll 54 0.04 0.00 0.00 0.04 0.04 Coll 55 0.09 0.00 0.00 0.09 0.09 Coll 56 0.09 0.00 0.00 0.09 0.09 Coll 57 0.04 0.00 0.00 0.04 0.04 Coll 58 0.04 0.00 0.00 0.04 0.04 Coll 59 0.01 0.00 0.00 0.01 0.01 Coll 60 0.01 0.00 0.00 0.01 0.01 A-715 10/12/2021. 5wDesL.Out Coll 61 0.01 0.00 0.00 0.01 0.01 Coll 62 0.03 0.00 0.00 0.03 0.03 Coll 63 0.04 0.00 0.00 0.04 0.04 Coll 64 0.06 0.00 0.00 0.06 0.06 Coll 65 0.01 0.00 0.00 0.01 0.01 Coll 66 0.04 0.00 0.00 0.04 0.04 Coll 67 0.02 0.00 0.00 0.02 0.02 Coll 68 0.01 0.00 0.00 0.01 0.01 Coll 69 0.01 0.00 0.00 0.01 0.01 Coll 70 0.02 0.00 0.00 0.02 0.02 Coll 71 0.02 0.00 0.00 0.02 0.02 Coll 72 0.01 0.00 0.00 0.01 0.01 Coll 73 0.05 0.00 0.00 0.05 0.05 Coll 74 0.03 0.00 0.00 0.03 0.03 Coll 75 0.03 0.00 0.00 0.03 0.03 Coll 76 0.01 0.00 0.00 0.01 0.01 Coll 77 0.05 0.00 0.00 0.05 0.05 Coll 78 0.03 0.00 0.00 0.03 0.03 Coll 79 0.04 0.00 0.00 0.04 0.04 Coll 80 0.03 0.00 0.00 0.03 0.03 Coll 81 0.02 0.00 0.00 0.02 0.02 Coll 82 0.01 0.00 0.00 0.01 0.01 Coll 83 0.05 0.00 0.00 0.05 0.05 Coll 84 0.03 0.00 0.00 0.03 0.03 Coll 85 0.11 0.00 0.00 0.11 0.11 Coll 86 0.03 0.00 0.00 0.03 0.03 Coll 87 0.10 0.00 0.00 0.10 0.10 Coll 88 0.03 0.00 0.00 0.03 0.03 Coll 89 0.11 0.00 0.00 0.11 0.11 Coll 90 0.02 0.00 0.00 0.02 0.02 Coll 91 0.02 0.00 0.00 0.02 0.02 Co12 1 0.26 0.00 0.00 0.26 0.26 Co12 2 0.09 0.00 0.00 0.09 0.09 Co12 3 0.04 0.00 0.00 0.04 0.04 Co12 4 0.22 0.00 0.00 0.22 0.22 Co12 5 0.08 0.10 0.57 0.59 0.59 Co12 6 0.17 0.10 0.57 0.62 0.62 Co12 7 0.00 0.10 0.57 0.57 0.57 Co12 8 0.09 0.10 0.57 0.60 0.60 Co12 9 0.08 0.09 0.52 0.54 0.54 Co12 10 0.17 0.09 0.52 0.56 0.56 Co12 11 0.00 0.09 0.52 0.52 0.52 Co12 12 0.09 0.09 0.52 0.54 0.54 Co12 13 0.02 0.10 0.57 0.57 0.57 Co12 14 0.04 0.10 0.57 0.58 0.58 Co12 15 0.06 0.10 0.57 0.60 0.60 Co12 16 0.02 0.10 0.57 0.56 0.56 Co12 17 0.02 0.09 0.52 0.52 0.52 Co12 18 0.04 0.09 0.52 0.53 0.53 Co12 19 0.06 0.09 0.52 0.55 0.55 Co12 20 0.02 0.09 0.52 0.51 0.51 Co12 21 0.12 0.14 0.76 0.84 0.84 Co12 22 0.06 0.14 0.76 0.79 0.79 Co12 23 0.07 0.14 0.76 0.80 0.80 Co12 24 0.02 0-.14 0.76 0.75 0.75 Co12 25 0.12 0.14 0.76 0.84 0.84 Co12 26 0.06 0.14 0.76 0.79 0.79 Co12 27 0.12 0.12 0.69 0.78 0.78 A-716 10/12/2021 eWAP,SI_.Dut Co12 28 0.06 0.12 0.69 0.72 0.72 Co12 29 0.07 0.12 0.69 0.73 0.73 Co12 30 0.02 0.12 0.69 0.68 0.68 Co12 31 0.12 0.12 0.69 0.78 0.78 Co12 32 0.06 0.12 0.69 0.72 0.72 Co12 33 0.11 0.14 0.76 0.84 0.84 Co12 34 0.06 0.14 0.76 0.78 0.78 Co12 35 0.06 0.14 0.76 0.79 0.79 Co12 36 0.01 0.14 0.76 0.75 0.75 Co12 37 0.11 0.14 0.76 0.84 0.84 Co12 38 0.06 0.14 0.76 0.78 0.78 Co12 39 0.11 0.12 0.69 0.77 0.77 Co12 40 0.06 0.12 0.69 0.72 0.72 Co12 41 0.06 0.12 0.69 0.72 0.72 Co12 42 0.01 0.12 0.69 0.68 0.68 Co12 43 0.11 0.12 0.69 0.77 0.77 Co12 44 0.06 0.12 0.69 0.72 0.72 Co12 45 0.09 0.00 0.00 0.09 0.09 Co12 46 0.09 0.00 0.00 0.09 0.09 Co12 47 0.22 0.00 0.00 0.22 0.22 Co12 48 0.22 0.00 0.00 0.22 0.22 Co12 49 0.09 0.00 0.00 0.09 0.09 Co12 50 0.09 0.00 0.00 0.09 0.09 Co12 51 0.03 0.00 0.00 0.03 0.03 Co12 52 0.03 0.00 0.00 0.03 0.03 Co12 53 0.09 0.00 0.00 0.09 0.09 Co12 54 0.09 0.00 0.00 0.09 0.09 Co12 55 0.22 0.00 0.00 0.22 0.22 Co12 56 0.22 0.00 0.00 0.22 0.22 Co12 57 0.09 0.00 0.00 0.09 0.09 Co12 58 0.09 0.00 0.00 0.09 0.09 Co12 59 0.03 0.00 0.00 0.03 0.03 Co12 60 0.03 0.00 0.00 0.03 0.03 Co12 61 0.01 0.00 0.00 0.01 0.01 Co12 62 0.09 0.00 0.00 0.09 0.09 Co12 63 0.08 0.00 0.00 0.08 0.08 Co12 64 0.17 0.00 0.00 0.17 0.17 Co12 65 0.00 0.00 0.00 0.00 0.00 Co12 66 0.09 0.00 0.00 0.09 0.09 Co12 67 0.06 0.00 0.00 0.06 0.06 Co12 68 0.02 0.00 0.00 0.02 0.02 Co12 69 0.02 0.00 0.00 0.02 0.02 Co12 70 0.04 0.00 0.00 0.04 0.04 Co12 71 0.06 0.00 0.00 0.06 0.06 Co12 72 0.02 0.00 0.00 0.02 0.02 Co12 73 0.12 0.00 0.00 0.12 0.12 Co12 74 0.06 0.00 0.00 0.06 0.06 Co12 75 0.07 0.00 0.00 0.07 0.07 Co12 76 0.02 0.00 0.00 0.02 0.02 Co12 77 0.12 0.00 0.00 0.12 0.12 Co12 78 0.06 0.00 0.00 0.06 0.06 Co12 79 0.11 0.00 0.00 0.11 0.11 Co12 80 0.06 0.00 0.00 0.06 0.06 Co12 81 0.06 0.00 0.00 0.06 0.06 Co12 82 0.01 0.00 0.00 0.01 0.01 Co12 83 0.11 0.00 0.00 0.11 0.11 Co12 84 0.06 0.00 0.00 0.06 0.06 Co12 85 0.18 0.00 0.00 0.18 0.18 A-717 IOALV2021 5WDeSL.out Co12 86 0.18 0.00 0.00 0.18 0.18 Co12 87 0.27 0.00 0.00 0.27 0.27 Co12 88 0.17 0.00 0.00 0.17 0.17 Co12 89 0.18 0.00 0.00 0.18 0.18 Co12 90 0.04 0.00 0.00 0.04 0.04 Co12 91 0.04 0.00 0.00 0.04 0.04 Co13 1 0.20 0.00 0.00 0.20 0.20 Co13 2 0.07 0.00 0.00 0.07 0.07 Co13 3 0.03 0.00 0.00 0.03 0.03 Co13 4 0.16 0.00 0.00 0.16 0.16 Co13 5 0.09 0.12 0.70 0.72 0.72 Co13 6 0.09 0.12 0.70 0.72 0.72 Co13 7 0.04 0.12 0.70 0.71 0.71 Co13 8 0.04 0.12 0.70 0.71 0.71 Co13 9 0.09 0.10 0.63 0.65 0.65 Co13 10 0.09 0.10 0.63 0.65 0.65 Co13 11 0.04 0.10 0.63 0.64 0.64 Co13 12 0.04 0.10 0.63 0.64 0.64 Co13 13 0.01 0.12 0.70 0.69 0.69 Co13 14 0.00 0.12 0.70 0.69 0.69 Co13 15 0.03 0.12 0.70 0.68 0.68 Co13 16 0.03 0.12 0.70 0.69 0.69 Co13 17 0.01 0.10 0.63 0.63 0.63 Co13 18 0.00 0.10 0.63 0.63 0.63 Co13 19 0.03 0.10 0.63 0.62 0.62 Co13 20 0.03 0.10 0.63 0.62 0.62 Co13 21 0.07 0.15 0.93 0.95 0.95 Co13 22 0.06 0.15 0.93 0.94 0.94 Co13 23 0.04 0.15 0.93 0.92 0.92 Co13 24 0.03 0.15 0.93 0.91 0.91 Co13 25 0.06 0.15 0.93 0.94 0.94 Co13 26 0.06 0.15 0.93 0.95 0.95 Co13 27 0.07 0.14 0.84 0.87 0.87 Co13 28 0.06 0.14 0.84 0.86 0.86 Co13 29 0.04 0.14 0.84 0.84 0.84 Co13 30 0.03 0.14 0.84 0.83 0.83 Co13 31 0.06 0.14 0.84 0.86 0.86 Co13 32 0.06 0.14 0.84 0.86 0.86 Co13 33 0.06 0.15 0.93 0.94 0.94 Co13 34 0.06 0.15 0.93 0.94 0.94 Co13 35 0.03 0.15 0.93 0.91 0.91 Co13 36 0.03 0.15 0.93 0.91 0.91 Co13 37 0.06 0.15 0.93 0.94 0.94 Co13 38 0.06 0.15 0.93 0.94 0.94 Co13 39 0.06 0.14 0.84 0.86 0.86 Co13 40 0.06 0.14 0.84 0.86 0.86 Co13 41 0.03 0.14 0.84 0.83 0.83 Co13 42 0.03 0.14 0.84 0.83 0.83 Co13 43 0.06 0.14 0.84 0.86 0.86 Co13 44 0.06 0.14 0.84 0.86 0.86 Co13 45 0.07 0.00 0.00 0.07 0.07 Co13 46 0.07 0.00 0.00 0.07 0.07 Co13 47 0.16 0.00 0.00 0.16 0.16 Co13 48 0.16 0.00 0.00 0.16 0.16 Co13 49 0.07 0.00 0.00 0.07 0.07 Cola 50 0.07 0.00 0.00 0.07 0.07 Co13 51 0.02 0.00 0.00 0.02 0.02 Co13 52 0.02 0.00 0.00 0.02 0.02 10/11/2021 6WAes L. D ut Co13 53 0.07 0.00 0.00 0.07 0.07 Co13 54 0.07 0.00 0.00 0.07 0.07 Co13 55 0.16 0.00 0.00 0.16 0.16 Co13 56 0.16 0.00 0.00 0.16 0.16 Co13 57 0.07 0.00 0.00 0.07 0.07 Co13 58 0.07 0.00 0.00 0.07 0.07 Co13 59 0.02 0.00 0.00 0.02 0.02 Co13 60 0.02 0.00 0.00 0.02 0.02 Co13 61 0.04 0.00 0.00 0.04 0.04 Co13 62 0.04 0.00 0.00 0.04 0.04 Co13 63 0.09 0.00 0.00 0.09 0.09 Co13 64 0.09 0.00 0.00 0.09 .0.09 Co13 65 0.04 0.00 0.00 0.04 0.04 Co13 66 0.04 0.00 0.00 0.04 0.04 Co13 67 0.03 0.00 0.00 0.03 0.03 Co13 68 0.03 0.00 0.00 0.03 0.03 Co13 69 0.01 0.00 0.00 0.01 0.01 Co13 70 0.00 0.00 0.00 0.00 0.00 Co13 71 0.03 0.00 0.00 0.03 0.03 Co13 72 0.03 0.00 0.00 0.03 0.03 Co13 73 0.07 0.00 0.00 0.07 0.07 Co13 74 0.06 0.00 0.00 0.06 0.06 Co13 75 0.04 0.00 0.00 0.04 0.04 Co13 76 0.03 0.00 0.00 0.03 0.03 Co13 77 0.06 0.00 0.00 0.06 0.06 Co13 78 0.06 0.00 0.00 0.06 0.06 Co13 79 0.06 0.00 0.00 0.06 0.06 Co13 80 0.06 0.00 0.00 0.06 0.06 Co13 81 0.03 0.00 0.00 0.03 0.03 Co13 82 0.03 0.00 0.00 0.03 0.03 Co13 83 0.06 0.00 0.00 0.06 0.06 Co13 84 0.06 0.00 0.00 0.06 0.06 Co13 85 0.14 0.00 0.00 0.14 0.14 Co13 86 0.12 0.00 0.00 0.12 0.12 Co13 87 0.11 0.00 0.00 0.11 0.11 Co13 88 0.21 0.00 0.00 0.21 0.21 Co13 89 0.13 0.00 0.00 0.13 0.13 Co13 90 0.03 0.00 0.00 0.03 0.03 Co13 91 0.03 0.00 0.00 0.03 0.03 Co14 1 0.27 0.00 0.00 0.27 0.27 Co14 2 0.10 0.00 0.00 0.10 0.10 Co14 3 0.04 0.00 0.00 0.04 0.04 Co14 4 0.23 0.00 0.00 0.23 0.23 Co14 5 0.19 0.11 0.61 0.66 0.66 Co14 6 0.14 0.11 0.61 0.65 0.65 Co14 7 0.10 0.11 0.61 0.64 0.64 Co14 8 0.00 0.11 0.61 0.61 0.61 Co14 9 0.19 0.10 0.55 0.60 0.60 Co14 10 0.14 0.10 0.55 0.59 0.59 Co14 11 0.10 0.10 0.55 0.58 0.58 Co14 12 0.00 0.10 0.55 0.55 0.55 Co14 13 0.06 0.11 0.61 0.63 0.63 Co14 14 0.00 0.11 0.61 0.61 0.61 Co14 15 0.02 0.11 0.61 0.60 0.60 Co14 16 0.06 0.11 0.61 0.64 0.64 Co14 17 0.06 0.10 0.55 0.57 0.57 Co14 18 0.00 0.10 0.55 0.55 0.55 Co14 19 0.02 0.10 0.55 0.54 0.54 A-719 10/1V2021 eWAPSL.out Co14 20 0.06 0.10 0.55 0.59 0.59 Co14 21 0.06 0.15 0.81 0.84 0.84 Co14 22 0.09 0.15 0.81 0.87 0.87 Co14 23 0.01 0.15 0.81 0.81 0.81 Co14 24 0.04 0.15 0.81 0.82 0.82 Co14 25 0.07 0.15 0.81 0.84 0.84 Co14 26 0.12 0.15 0.81 0.90 0.90 Co14 27 0.06 0.13 0.74 0.76 0.76 Co14 28 0.09 0.13 0.74 0.80 0.80 Co14 29 0.01 0.13 0.74 0.73 0.73 Co14 30 0.04 0.13 0.74 0.75 0.75 Co14 31 0.07 0.13 0.74 0.77 0.77 Co14 32 0.12 0.13 0.74 0.83 0.83 Co14 33 0.05 0.15 0.81 0.83 0.83 Co14 34 0.08 0.15 0.81 0.86 0.86 Co14 35 0.00 0.15 0.81 0.81 0.81 Co14 36 0.04 0.15 0.81 0.81 0.81 Co14 37 0.06 0.15 0.81 0.84 0.84 Co14 38 0.12 0.15 0.81 0.89 0.89 Co14 39 0.05 0.13 0.74 0.76 0.76 Co14 40 0.08 0.13 0.74 0.79 0.79 Co14 41 0.00 0.13 0.74 0.74 0.74 Co14 42 0.04 0.13 0.74 0.74 0.74 Co14 43 0.06 0.13 0.74 0.76 0.76 Co14 44 0.12 0.13 0.74 0.82 0.82 Co14 45 0.10 0.00 0.00 0.10 0.10 Co14 46 0.10 0.00 0.00 0.10 0.10 Co14 47 0.23 0.00 0.00 0.23 0.23 Co14 48 0.23 0.00 0.00 0.23 0.23 Co14 49 0.10 0.00 0.00 0.10 0.10 Co14 50 0.10 0.00 0.00 0.10 0.10 Co14 51 0.03 0.00 0.00 0.03 0.03 Co14 52 0.03 0.00 0.00 0.03 0.03 Co14 53 0.10 0.00 0.00 0.10 0.10 Co14 54 0.10 0.00 0.00 0.10 0.10 Co14 55 0.23 0.00 0.00 0.23 0.23 Co14 56 0.23 0.00 0.00 0.23 0.23 Co14 57 0.10 0.00 0.00 0.10 0.10 Co14 58 0.10 0.00 0.00 0.10 0.10 Co14 59 0.03 0.00 0.00 0.03 0.03 Co14 60 0.03 0.00 0.00 0.03 0.03 Co14 61 0.11 0.00 0.00 0.11 0.11 Co14 62 0.06 0.00 0.00 0.06 0.06 Co14 63 0.19 0.00 0.00 0.19 0.19 Co14 64 0.14 0.00 0.00 0.14 0.14 Co14 65 0.10 0.00 0.00 0.10 0.10 Co14 66 0.00 0.00 0.00 0.00 0.00 Co14 67 0.01 0.00 0.00 0.01 0.01 Co14 68 0.04 0.00 0.00 0.04 0.04 Co14 69 0.06 0.00 0.00 0.06 0.06 Co14 70 0.00 0.00 0.00 0.00 0.00 Co14 71 0.02 0.00 0.00 0.02 0.02 Co14 72 0.06 0.00 0.00 0.06 0.06 Co14 73 0.06 0.00 0.00 0.06 0.06 Co14 74 0.09 0.00 0.00 0.09 0.09 Co14 75 0.01 0.00 0.00 0.01 0.01 Co14 76 0.04 0.00 0.00 0.04 0.04 Co14 77 0.07 0.00 0.00 0.07 0.07 A-720 10/11/2021 ewDe-s _. D ut > Co14 78 0.12 0.00 0.00 0.12 0.12 Co14 79 0.05 0.00 0.00 0.05 0.05 Co14 80 0.08 0.00 0.00 0.08 0.08 Co14 81 0.00 0.00 0.00 0.00 0.00 Co14 82 0.04 0.00 0.00 0.04 0.04 Co14 83 0.06 0.00 0.00 0.06 0.06 Co14 84 0.12 0.00 0.00 0.12 0.12 Co14 85 0.19 0.00 0.00 0.19 0.19 Co14 86 0.19 0.00 0.00 0.19 0.19 Co14 87 0.19 0.00 0.00 0.19 0.19 Co14 88 0.19 0.00 0.00 0.19 0.19 Co14 89 0.28 0.00 0.00 0.28 0.28 Co14 90 0.04 0.00 0.00 0.04 0.04 Co14 91 0.05 0.00 0.00 0.05 0.05 C015 1 0.15 0.00 0.00 0.15 0.15 C015 2 0.04 0.00 0.00 0.04 0.04 Co15 3 0.03 0.00 0.00 0.03 0.03 Co15 4 0.13 0.00 0.00 0.13 0.13 C015 5 0.15 0.07 0.38 0.42 0.42 C015 6 0.07 0.07 0.38 0.40 0.40 C015 7 0.18 0.07 0.38 0.43 0.43 Co15 8 0.15 0.07 0.38 0.42 0.42 Co15 9 0.05 0.06 0.33 0.34 0.34 Co15 10 0.02 0.06 0.33 0.34 0.34 Co15 11 0.08 0.06 0.33 0.35 0.35 Co15 12 0.06 0.06 0.33 0.34 0.34 C015 13 0.07 0.07 0.38 0.40 0.40 C015 14 0.01 0.07 0.38 0.38 0.38 Co15 15 0.09 0.07 0.38 0.40 0.40 Co15 16 0.07 0.07 0.38 0.40 0.40 Co15 17 0.02 0.06 0.33 0.34 0.34 C015 18 0.06 0.06 0.33 0.38 0.38 C015 19 0.00 0.06 0.33 0.33 0.33 Co15 20 0.01 0.06 0.33 0.34 0.34 Co15 21 0.01 0.10 0.50 0.50 0.50 Co15 22 0.05 0.10 0.50 0.55 0.55 Co15 23 0.05 0.10 0.50 0.51 0.51 Co15 24 0.03 0.10 0.50 0.53 0.53 Co15 25 0.08 0.10 0.50 0.53 0.53 Co15 26 0.06 0.10 0.50 0.52 0.52 C015 27 0.06 0.09 0.44 0.49 0.49 Co15 28 0.11 0.09 0.44 0.55 0.55 Co15 29 0.04 0.09 0.44 0.47 0.47 Co15 30 0.09 0.09 0.44 0.53 0.53 C015 31 0.02 0.09 0.44 0.45 0.45 Co15 32 0.04 0.09 0.44 0.47 0.47 Co15 33 0.02 0.10 0.50 0.51 0.51 Co15 34 0.05 0.10 0.50 0.54 0.54 Co15 35 0.06 0.10 0.50 0.52 0.52 Co15 36 0.03 0.10 0.50 0.52 0.52 Co15 37 0.09 0.10 0.50 0.53 0.53 C015 38 0.07 0.10 0.50 0.52 0.52 Co15 39 0.06 0.09 0.44 0.49 0.49 Co15 40 0.11 0.09 0.44 0.54 0.54 C015 41 0.04 0.09 0.44 0.47 0.47 C015 42 0.09 0.09 0.44 0.52 0.52 Co15 43 0.02 0.09 0.44 0.45 0.45 C015 44 0.03 0.09 0.44 0.46 0.46 A-721 2OA W2O21 c-wDesL.ot.t Co15 45 0.05 0.00 0.00 0.05 0.05 Co15 46 0.04 0.00 0.00 0.04 0.04 Co15 47 0.13 0.00 0.00 0.13 0.13 Co15 48 0.13 0.00 0.00 0.13 0.13 Co15 49 0.05 0.00 0.00 0.05 0.05 Co15 50 0.04 0.00 0.00 0.04 0.04 C015 51 0.02 0.00 0.00 0.02 0.02 Co15 52 0.02 0.00 0.00 0.02 0.02 Co15 53 0.04 0.00 0.00 0.04 0.04 Co15 54 0.05 0.00 0.00 0.05 0.05 C015 55 0.13 0.00 0.00 0.13 0.13 Co15 56 0.13 0.00 0.00 0.13 0.13 Co15 57 0.04 0.00 0.00 0.04 0.04 C015 58 0.05 0.00 0.00 0.05 0.05 Co15 59 0.02 0.00 0.00 0.02 0.02 C015 60 0.02 0.00 0.00 0.02 0.02 C015 61 0.02 0.00 0.00 0.02 0.02 Co15 62 0.03 0.00 0.00 0.03 0.03 Co15 63 0.05 0.00 0.00 0.05 0.05 Co15 64 0.02 0.00 0.00 0.02 0.02 Co15 65 0.08 0.00 0.00 0.08 0.08 Co15 66 0.06 0.00 0.00 0.06 0.06 C015 67 0.03 0.00 0.00 0.03 0.03 Co15 68 0.07 0.00 0.00 0.07 0.07 C015 69 0.02 0.00 0.00 0.02 0.02 C015 70 0.06 0.00 0.00 0.06 0.06 Co15 71 0.00 0.00 0.00 0.00 0.00 Co15 72 0.01 0.00 0.00 0.01 0.01 Co15 73 0.06 0.00 0.00 0.06 0.06 Co15 74 0.11 0.00 0.00 0.11 0.11 Co15 75 0.04 0.00 0.00 0.04 0.04 Co15 76 0.09 0.00 0.00 0.09 0.09 Co15 77 0.02 0.00 0.00 0.02 0.02 Co15 78 0.04 0.00 0.00 0.04 0.04 Co15 79 0.06 0.00 0.00 0.06 0.06 Co15 80 0.11 0.00 0.00 0.11 0.11 Co15 81 0.04 0.00 0.00 0.04 0.04 Co15 82 0.09 0.00 0.00 0.09 0.09 Co15 83 0.02 0.00 0.00 0.02 0.02 Co15 84 0.03 0.00 0.00 0.03 0.03 Co15 85 0.03 0.00 0.00 0.03 0.03 C015 86 0.12 0.00 0.00 0.12 0.12 Co15 87 0.12 0.00 0.00 0.12 0.12 Co15 88 0.03 0.00 0.00 0.03 0.03 Co15 89 0.10 0.00 0.00 0.10 0.10 Co15 90 0.03 0.00 0.00 0.03 0.03 Co15 91 0.03 0.00 0.00 0.03 0.03 ----- Rafl ---- 1 ----- 0.00 ----- 0.12 ------ 0.73 ------ ------ 0.73 ------- 0.73 Rafl 2 0.00 0.04 0.24 0.24 0.24 Rafl 3 0.00 0.02 0.11 0.11 0.11 Rafl 4 0.00 0.10 0.61 0.61 0.61 Rafl 5 0.02 0.04 0.23 0.23 0.23 Rafl 6 0.01 0.08 0.45 0.45 0.45 Rafl 7 0.01 0.00 0.01 0.01 0.01 Rafl 8 0.00 0.04 0.24 0.24 0.24 Rafl 9 0.02 0.04 0.23 0.23 0.23 Rafl 10 0.01 0.08 0.45 0.45 0.45 A-722 10/11/2021 5WAesL.out Rafl 11 0.01 0.00 0.01 0.01 0.01 Rafl 12 0.00 0.04 0.24 0.24 0.24 Rafl 13 0.02 0.02 0.10 0.11 0.11 Rafl 14 0.01 0.02 0.10 0.10 0.10 Rafl 15 0.01 0.06 0.25 0.26 0.26 Rafl 16 0.00 0.02 0.10 0.10 0.10 Rafl 17 0.02 0.02 0.10 0.11 0.11 Rafl 18 0.01 0.02 0.10 0.10 0.10 Rafl 19 0.01 0.06 0.25 0.26 0.26 Rafl 20 0.00 0.02 0.10 0.10 0.10 Rafl 21 0.01 0.13 0.51 0.51 0.51 Rafl 22 0.02 0.07 0.31 0.30 0.30 Rafl 23 0.03 0.08 0.31 0.33 0.33 Rafl 24 0.01 0.02 0.12 0.11 0.11 Rafl 25 0.01 0.13 0.51 0.52 0.52 Rafl 26 0.01 0.07 0.31 0.31 0.31 Rafl 27 0.01 0.13 0.51 0.51 0.51 Rafl 28 0.02 0.07 0.31 0.30 0.30 Rafl 29 0.03 0.08 0.31 0.33 0.33 Rafl 30 0.01 0.02 0.12 0'.11 0.11 Rafl 31 0.01 0.13 0.51 0.52 0.52 Rafl 32 0.01 0.07 0.31 0.31 0.31 Rafl 33 0.01 0.12 0.48 0.48 0.48 Rafl 34 0.02 0.06 0.28 0.27 0.27 Rafl 35 0.03 0.07 0.29 0.30 0.30 Rafl 36 0.01 0.02 0.09 0.08 0.08 Rafl 37 0.01 0.12 0.48 0.49 0.49 Rafl 38 0.01 0.06 0.28 0.28 0.28 Rafl 39 0.01 0.12 0.48 0.48 0.48 Rafl 40 0.02 0.06 0.28 0.27 0.27 Rafl 41 0.03 0.07 0.29 0.30 0.30 Rafl 42 0.01 0.02 0.09 0.08 0.08 Rafl 43 0.01 0.12 0.48 0.49 0.49 Rafl 44 0.01 0.06 0.28 0.28 0.28 Rafl 45 0.00 0.04 0.24 0.24 0.24 Rafl 46 0.00 0.04 0.24 0.24 0.24 Rafl 47 0.00 0.10 0.61 0.61 0.61 Rafl 48 0.00 0.10 0.61 0.60 0.60 Rafl 49 0.00 0.04 0.24 0.24 0.24 Rafl 50 0.00 0.04 0.24 0.24 0.24 Rafl 51 0.00 0.01 0.06 0.06 0.06 Rafl 52 0.00 0.01 0.06 0.06 0.06 Rafl 53 0.00 0.04 0.24 0.24 0.24 Rafl 54 0.00 0.04 0.24 0.24 0.24 Rafl 55 0.00 0.10 0.61 0.61 0.61 Rafl 56 0.00 0.10 0.61 0.61 0.61 Rafl 57 0.00 0.04 0.24 0.24 0.24 Rafl 58 0.00 0.04 0.24 0.24 0.24 Rafl 59 0.00 0.01 0.06 0.06 0.06 Rafl 60 0.00 0.01 0.06 0.06 0.06 Rafl 61 0.01 0.00 0.01 0.01 0.01 Rafl 62 0.02 0.04 0.24 0.22 0.22 Rafl 63 0.02 0.04 0.23 0.23 0.23 Rafl 64 0.01 0.08 0.45 0.45 0.45 Rafl 65 0.01 0.00 0.01 0.01 0.01 Rafl 66 0.00 0.04 0.24 0.24 0.24 Rafl 67 0.01 0.06 0.25 0.25 0.25 Rafl 68 0.02 0.02 0.10 0.09 0.09 A-723 10/22/2021 Rafl 69 0.02 0.02 0.10 0.11 0.11 Rafl 70 0.01 0.02 0.10 0.10 0.10 Rafl 71 0.01 0.06 0.25 0.26 0.26 Rafl 72 0.00 0.02 0.10 0.10 0.10 Rafl 73 0.01 0.13 0.51 0.51 0.51 Rafl 74 0.02 0.07 0.31 0.30 0.30 Rafl 75 0.03 0.08 0.31 0.33 0.33 Rafl 76 0.01 0.02 0.12 0.11 0.11 Raft 77 0.01 0.13 0.51 0.52 0.52 Rafl 78 0.01 0.07 0.31 0.31 0.31 Rafl 79 0.01 0.12 0.48 0.48 0.48 Rafl 80 0.02 0.06 0.28 0.27 0.27 Rafl 81 0.03 0.07 0.29 0.30 0.30 Rafl 82 0.01 0.02 0.09 0.08 0.08 Rafl 83 0.01 0.12 0.48 0.49 0.49 Rafl 84 0.01 0.06 0.28 0.28 0.28 Rafl 85 0.00 0.12 0.72 0.72 0.72 Rafl 86 0.00 0.11 0.68 0.68 0.68 Rafl 87 0.00 0.13 0.72 0.71 0.71 Rafl 88 0.00 0.10 0.58 0.58 0.58 Rafl 89 0.00 0.12 0.73 0.72 0.72 Rafl 90 0.00 0.02 0.11 0.11 0.11 Rafl 91 0.00 0.02 0.11 0.11 0.11 Raf2 1 0.00 0.10 0.20 0.20 0.20 Raf2 2 0.00 0.03 0.07 0.07 0.07 Raf2 3 0.00 0.01 0.03 0.03 0.03 Raf2 4 0.00 0.08 0.17 0.17 0.17 Raf2 5 0.02 0.05 0.08 0.09 0.09 Raf2 6 0.01 0.05 0.14 0.15 0.15 Raf2 7 0.01 0.03 0.08 0.06 0.06 Raf2 8 0.01 0.02 0.08 0.09 0.09 Raf2 9 0.02 0.05 0.08 0.09 0.09 Raf2 10 0.01 0.05 0.14 0.15 0.15 Raf2 11 0.01 0.03 0.08 0.06 0.06 _ Raf2 12 0.01 0.02 0.08 0.09 0.09 Raf2 13 0.02 0.01 0.07 0.07 0.07 Raf2 14 0.01 0.02 0.05 0.05 0.05 Raf2 15 0.01 0.04 0.14 0.13 0.13 Raf2 16 0.01 0.04 0.06 0.06 0.06 Raf2 17 0.02 0.01 0.07 0.07 0.07 Raf2 18 0.01 0.02 0.05 0.05 0.05 Raf2 19 0.01 0.04 0.14 0.13 0.13 Raf2 20 0.01 0.04 0.06 0.06 0.06 Raf2 21 0.00 0.08 0.25 0.25 0.25 Raf2 22 0.03 0.08 0.12 0.15 0.15 Raf2 23 0.02 0.05 0.16 0.17 0.17 Raf2 24 0.01 0.05 0.08 0.09 0.09 Raf2 25 0.01 0.08 0.26 0.25 0.25 Raf2 26 0.01 0.09 0.12 0.13 0.13 Raf2 27 0.00 0.08 0.25 0.25 0.25 Raf2 28 0.03 0.08 0.12 0.15 0.15 Raf2 29 0.02 0.05 0.16 0.17 0.17 Raf2 30 0.01 0.05 0.08 0.09 0.09 Raf2 31 0.01 0.08 0.26 0.25 0.25 Raf2 32 0.01 0.09 0.12 0.13 0.13 Raf2 33 0.00 0.07 0.24 0.24 0.24 Raf2 34 0.03 0.08 0.11 0.14 0.14 Raf2 35 0.02 0.04 0.15 0.16 0.16 A-724 10/11/2021 G-WAPSL.Dut Raf2 36 0.01 0.05 0.07 0.08 0.08 Raf2 37 0.01 0.07 0.25 0.24 0.24 Raf2 38 0.01 0.08 0.12 0.12 0.12 Raf2 39 0.00 0.07 0.24 0.24 0.24 Raf2 40 0.03 0.08 0.11 0.14 0.14 Raf2 41 0.02 0.04 0.15 0.16 0.16 Raf2 42 0.01 0.05 0.07 0.08 0.08 Raf2 43 0.01 0.07 0.25 0.24 0.24 Raf2 44 0.01 0.08 0.12 0.12 0.12 Raf2 45 0.00 0.03 0.07 0.07 0.07 Raf2 46 0.00 0.03 0.07 0.07 0.07 Raf2 47 0.00 0.08 0.17 0.17 0.17 Raf2 48 0.00 0.08 0.17 0.17 0.17 Raf2 49 0.00 0.03 0.07 0.07 0.07 Raf2 50 0.00 0.03 0.07 0.07 0.07 Raf2 51 0.00 0.01 0.02 0.02 0.02 Raf2 52 0.00 0.01 0.02 0.02 0.02 Raf2 53 0.00 0.03 0.07 0.07 0.07 Raf2 54 0.00 0.03 0.07 0.07 0.07 Raf2 55 0.00 0.08 0.17 0.17 0.17 Raf2 56 0.00 0.08 0.17 0.17 0.17 Raf2 57 0.00 0.03 0.07 0.07 0.07 Raf2 58 0.00 0.03 0.07 0.07 0.07 Raf2 59 0.00 0.01 0.02 0.02 0.02 Raf2 60 0.00 0.01 0.02 0.02 0.02 Raf2 61 0.00 0.03 0.05 0.05 0.05 Raf2 62 0.02 0.02 0.08 0.10 0.10 Raf2 63 0.02 0.05 0.08 0.09 0.09 Raf2 64 0.01 0.05 0.14 0.15 0.15 Raf2 65 0.01 0.03 0.08 0.06 0.06 Raf2 66 0.01 0.02 0.08 0.09 0.09 Raf2 67 0.00 0.04 0.13 0.13 0.13 Raf2 68 0.02 0.04 0.05 0.08 0.08 Raf2 69 0.02 0.01 0.07 0.07 0.07 Raf2 70 0.01 0.02 0.05 0.05 0.05 Raf2 71 0.01 0.04 0.14 0.13 0.13 Raf2 72 0.01 0.04 0.06 0.06 0.06 Raf2 73 0.00 0.08 0.25 0.25 0.25 Raf2 74 0.03 0.08 0.12 0.15 0.15 Raf2 75 0.02 0.05 0.16 0.17 0.17 Raf2 76 0.01 0.05 0.08 0.09 0.09 Raf2 77 0.01 0.08 0.26 0.25 0.25 Raf2 78 0.01 0.09 0.12 0.13 0.13 Raf2 79 0.00 0.07 0.24 0.24 0.24 Raf2 80 0.03 0.08 0.11 0.14 0.14 Raf2 81 0.02 0.04 0.15 0.16 0.16 Raf2 82 0.01 0.05 0.07 0.08 0.08 Raf2 83 0.01 0.07 0.25 0.24 0.24 Raf2 84 0.01 0.08 0.12 0.12 0.12 Raf2 85 0.00 0.10 0.30 0.30 0.30 Raf2 86 0.00 0.08 0.33 0.33 0.33 Raf2 87 0.00 0.07 0.25 0.25 0.25 Raf2 88 0.00 0.10 0.30 0.30 0.30 Raf2 89 0.00 0.09 0.18 0.18 0.18 Raf2 90 0.00 0.01 0.03 0.03 0.03 Raf2 91 0.00 0.01 0.03 0.03 0.03 Raf3 1 0.00 0.13 0.78 0.79 0.79 Raf3 2 0.00 0.04 0.26 0.26 0.26 A-725 10/11/2021 EWDesL-.out Raf3 3 0.00 0.02 0.12 0.12 0.12 Raf3 4 0.00 0.11 0.65 0.65 0.65 Raf3 5 0.02 0.09 0.56 0.56 0.56 Raf3 6 0.02 0.05 0.34 0.35 0.35 Raf3 7 0.01 0.04 0.27 0.26 0.26 Raf3 8 0.01 0.01 0.02 0.02 0.02 Raf3 9 0.02 0.09 0.56 0.56 0.56 Raf3 10 0.02 0.05 0.34 0.35 0.35 Raf3 11 0.01 0.04 0.27 0.26 0.26 Raf3 12 0.01 0.01 0.02 0.02 0.02 Raf3 13 0.02 0.03 0.20 0.21 0.21 Raf3 14 0.02 0.02 0.20 0.19 0.19 Raf3 15 0.01 0.02 0.09 0.10 0.10 Raf3 16 0.00 0.06 0.28 0.28 0.28 Raf3 17 0.02 0.03 0.20 0.21 0.21 Raf3 18 0.02 0.02 0.20 0.19 0.19 Raf3 19 0.01 0.02 0.09 0.10 0.10 Raf3 20 0.00 0.06 0.28 0.28 0.28 Raf3 21 0.01 0.07 0.46 0.46 0.46 Raf3 22 0.02 0.13 0.63 0.59 0.59 Raf3 23 0.02 0.02 0.22 0.23 0.23 Raf3 24 0.02 0.08 0.46 0.45 0.45 Raf3 25 0.01 0.07 0.32 0.33 0.33 Raf3 26 0.00 0.13 0.57 0.57 0.57 Raf3 27 0.01 0.07 0.46 0.46 0.46 Raf3 28 0.02 0.13 0.63 0.59 0.59 Raf3 29 0.02 0.02 0.22 0.23 0.23 Raf3 30 0.02 0.08 0.46 0.45 0.45 Raf3 31 0.01 0.07 0.32 0.33 0.33 Raf3 32 0.00 0.13 0.57 0.57 0.57 Raf3 33 0.01 0.06 0.44 0.44 0.44 Raf3 34 0.02 0.12 0.60 0.56 0.56 Raf3 35 0.02 0.01 0.18 0.19 0.19 Raf3 36 0.02 0.07 0.43 0.42 0.42 Raf3 37 0.01 0.07 0.29 0.30 0.30 Raf3 38 0.01 0.12 0.54 0.54 0.54 Raf3 39 0.01 0.06 0.44 0.44 0.44 Raf3 40 0.02 0.12 0.60 0.56 0.56 Raf3 41 0.02 0.01 0.18 0.19 0.19 Raf3 42 0.02 0.07 0.43 0.42 0.42 Raf3 43 0.01 0.07 0.29 0.30 0.30 Raf3 44 0.01 0.12 0.54 0.54 0.54 Raf3 45 0.00 0.04 0.26 0.26 0.26 Raf3 46 0.00 0.04 0.26 0.26 0.26 Raf3 47 0.00 0.11 0.65 0.65 0.65 Raf3 48 0.00 0.11 0.65 0.65 0.65 Raf3 49 0.00 0.04 0.26 0.26 0.26 Raf3 50 0.00 0.04 0.26 0.26 0.26 Raf3 51 0.00 0.01 0.07 0.07 0.07 Raf3 52 0.00 0.01 0.07 0.07 0.07 Raf3 53 0.00 0.04 0.26 0.26 0.26 Raf3 54 0.00 0.04 0.26 0.26 0.26 Raf3 55 0.00 0.11 0.65 0.65 0.65 Raf3 56 0.00 0.11 0.65 0.65 0.65 Raf3 57 0.00 0.04 0.26 0.26 0.26 Raf3 58 0.00 0.04 0.26 0.26 0.26 Raf3 59 0.00 0.01 0.07 0.07 0.07 Raf3 60 0.00 0.01 0.07 0.07 0.07 A-726 10/11/2021 EWDCSL.Dut Raf3 61 0.00 0.05 0.36 0.36 0.36 Raf3 62 0.02 0.01 0.05 0.06 0.06 Raf3 63 0.02 0.09 0.56 0.56 0.56 Raf3 64 0.02 0.05 0.34 0.35 0.35 Raf3 65 0.01 0.04 0.27 0.26 0.26 Raf3 66 0.01 0.01 0.02 0.02 0.02 Raf3 67 0.00 0.02 0.18 0.18 0.18 Raf3 68 0.02 0.06 0.35 0.32 0.32 Raf3 69 0.02 0.03 0.20 0.21 0.21 Raf3 70 0.02 0.02 0.20 0.19 0.19 Raf3 71 0.01 0.02 0.09 0.10 0.10 Raf3 72 0.00 0.06 0.28 0.26 0.28 Raf3 73 0.01 0.07 0.46 0.46 0.46 Raf3 74 0.02 0.13 0.63 0.59 0.59 Raf3 75 0.02 0.02 0.22 0.23 0.23 Raf3 76 0.02 0.08 0.46 0.45 0.45 Raf3 77 0.01 0.07 0.32 0.33 0.33 Raf3 78 0.00 0.13 0.57 0.57 0.57 Raf3 79 0.01 0.06 0.44 0.44 0.44 Raf3 80 0.02 0.12 0.60 0.56 0.56 Raf3 81 0.02 0.01 0.18 0.19 0.19 Raf3 82 0.02 6.07 0.43 0.42 0.42 Raf3 83 0.01 0.07 0.29 0.30 0.30 Raf3 84 0.01 0.12 0.54 0.54 0.54 Raf3 85 0.00 0.12 0.82 0.82 0.82 Raf3 86 0.00 0.12 0.74 0.74 0.74 Raf3 87 0.00 0.12 0.75 0.74 0.74 Raf3 88 0.00 0.12 0.80 0.80 0.80 Raf3 89 0.00 0.13 0.77 0.77 0.77 Raf3 90 0.00 0.02 0.11 0.12 0.12 Raf3 91 0.00 0.02 0.12 0.11 0.11 Raf4 1 0.00 0.08 0.22 0.22 0.22 Raf4 2 0.00 0.03 0.08 0.08 0.08 Raf4 3 0.00 0.01 0.03 0.03 0.03 Raf4 4 0.00 0.07 0.19 -0.19 0.19 Raf4 5 0.02 0.06 0.27 0.28 0.28 Raf4 .6 0.02 0.03 0.18 0.19 0.19 Raf4 7 0.00 0.03 0.11 0.11 0.11 Raf4 8 0.00 0.01 0.14 0.14 0.14 Raf4 9 0.02 0.06 0.27 0.28 0.28 Raf4 10 0.02 0.03 0.18 0.19 0.19 Raf4 11 0.00 0.03 0.11 0.11 0.11 Raf4 12 0.00 0.01 0.14 0.14 0.14 Raf4 13 0.02 0.02 0.23 0.24 0.24 Raf4 14 0.02 0.03 0.23 0.24 0.24 Raf4 15 0.00 0.01 0.08 0.08 0.08 Raf4 16 0.00 0.04 0.19 0.19 0.19 Raf4 17 0.02 0.02 0.23 0.24 0.24 Raf4 18 0.02 0.03 0.23 0.24 0.24 Raf4 19 0.00 0.01 0.08 0.08 0.08 Raf4 20 0.00 0.04 0.19 0.19 0.19 Raf4 21 0.01 0.06 0.33 0.33 0.33 Raf4 22 0.01 0.09 0.33 0.33 0.33 Raf4 23 0.02 0.03 0.33 0.34 0.34 Raf4 24 0.03 0.06 0.33 0.34 0.34 Raf4 25 0.00 0.05 0.22 0.22 0.22 Raf4 26 0.00 0.08 0.37 0.37 0.37 Raf4 27 0.01 0.06 0.33 0.33 0.33 A-727 10/11/2021 G-wDesL-.out Raf4 28 0.01 0.09 0.33 0.33 0.33 Raf4 .29 0.02 0.03 0.33 0.34 0.34 Raf4 30 0.03 0.06 0.33 0.34 0.34 Raf4 31 0.00 0.05 0.22 0.22 0.22 Raf4 32 0.00 0.08 0.37 0.37 0.37 Raf4 33 0.01 0.06 0.32 0.32 0.32 Raf4 34 0.01 0.09 0.32 0.32 0.32 Raf4 35 0.02 0.03 0.32 0.33 0.33 Raf4 36 0.03 0.06 0.32 0.33 0.33 Raf4 37 0.00 0.04 0.21 0.21 0.21 Raf4 38 0.00 0.08 0.36 0.36 0.36 Raf4 39 0.01 0.06 0.32 0.32 0.32 Raf4 40 0.01 0.09 0.32 0.32 0.32 Raf4 41 0.02 0.03 0.32 0.33 0.33 Raf4 42 0.03 0.06 0.32 0.33 0.33 Raf4 43 0.00 0.04 0.21 0.21 0.21 Raf4 44 0.00 0.08 0.36 0.36 0.36 Raf4 45 0.00 0.03 0.08 0.09 0.09 Raf4 46 0.00 0.03 0.08 0.08 0.08 Raf4 47 0.00 0.07 0.19 0.19 0.19 Raf4 48 0.00 0.07 0.19 0.19 0.19 Raf4 49 0.00 0.03 0.08 0.09 0.09 Raf4 50 0.00 0.03 0.08 0.08 0.08 Raf4 51 0.00 0.01 0.02 0.02 0.02 Raf4 52 0.00 0.01 0.02 0.02 0.02 Raf4 53 0.00 0.03 0.08 0.08 0.08 Raf4 54 0.00 0.03 0.08 0.08 0.08 Raf4 55 0.00 0.07 0.19 0.19 0.19 Raf4 56 0.00 0.07 0.19 0.19 0.19 Raf4 57 0.00 0.03 0.08 0.08 0.08 Raf4 58 0.00 0.03 0.08 0.08 0.08 Raf4 59 0.00 0.01 0.02 0.02 0.02 Raf4 60 0.00 0.01 0.02 0.02 0.02 Raf4 61 0.01 0.04 0.19 0.19 0.19 Raf4 62 0.01 0.01 0.15 0.15 0.15 Raf4 63 0.02 0.06 0.27 0.28 0.28 Raf4 64 0.02 0.03 0.18 0.19 0.19 Raf4 65 0.00 0.03 0.11 0.11 0.11 Raf4 66 0.00 0.01 0.14 0.14 0.14 Raf4 67 0.01 0.03 0.23 0.24 0.24 Raf4 68 0.01 0.05 0.23 0.24 0.24 Raf4 69 0.02 0.02 0.23 0.24 0.24 Raf4 70 0.02 0.03 0.23 0.24 0.24 Raf4 71 0.00 0.01 0.08 0.08 0.08 Raf4 72 0.00 0.04 0.19 0.19 0.19 Raf4 73 0.01 0.06 0.33 0.33 0.33 Raf4 74 0.01 0.09 0.33 0.33 0.33 Raf4 75 0.02 0.03 0.33 0.34 0.34 Raf4 76 0.03 0.06 0.33 0.34 0.34 Raf4 77 0.00 0.05 0.22 0.22 0.22 Raf4 78 0.00 0.08 0.37 0.37 0.37 Raf4 79 0.01 0.06 0.32 0.32 0.32 Raf4 80 0.01 0.09 0.32 0.32 0.32 Raf4 81 0.02 0.03 0.32 0.33 0.33 Raf4 82 0.03 0.06 0.32 0.33 0.33 Raf4 83 0.00 0.04 0.21 0.21 0.21 Raf4 84 0.00 0.08 0.36 0.36 0.36 Raf4 85 0.00 0.03 0.18 0.18 0.18 A-728 10/11/2021 �WAesL.Dut > Raf4 86 0.00 0.09 0.36 0.36 0.36 Raf4 87 0.00 0.09 0.36 0.36 0.36 Raf4 88 0.00 0.03 0.17 0.17 0.17 Raf4 89 0.00 0.08 0.28 0.28 0.28 Raf4 90 0.00 0.01 0.03 0.03 0.03 Raf4 91 0.00 0.01 0.03 0.03 0.03 COLUMN REACTIONS: Load In_Plane --Out_Plane_Horz-- Id ----- Id ---- Vert(k) -------- Horz(k) -------- Base(k) -------- Roof(k) -------- Coll 1 3.81 0.00 0.00 0.00 Coll 2 1.37 0.00 0.00 0.00 Coll 3 0.69 0.00 0.00 0.00 Coll 4 3.20 0.00 0.00 0.00 Coll 5 4.98 0.00 2.02 2.02 Coll 6 5.98 0.00 2.02 2.02 Coll 7 3.80 0.00 2.02 2.02 Coll 8 4.95 0.00 2.02 2.02 Coll 9 -2.17 0.00 -8.64 -1.76 Coll 10 -1.17 0.00 -8.64 -1.76 Coll 11 -3.36 0.00 -8.64 -1.76 Coll 12 -2.21 0.00 -8.64 -1.76 Coll 13 3.16 0.00 2.02 2.02 Coll 14 4.16 0.00 2.02 2.02 Coll 15 1.97 0.00 2.02 2.02 Coll 16 3.12 0.00 2.02 2.02 Coll 17 -4.00 0.00 -8.64 -1.76 Coll 18 -2.99 0.00 -8.64 -1.76 Coll 19 -5.18 0.00 -8.64 -1.76 Coll 20 -4.03 0.00 -8.64 -1.76 Coll 21 1.29 0.00 2.69 2.69 Coll 22 2.62 0.00 2.69 2.69 Coll 23 2.80 0.00 2.69 2.69 Coll 24 4.13 0.00 2.69 2.69 Coll 25 1.22 0.00 2.69 2.69 Coll 26 2.75 0.00 2.69 2.69 Coll 27 -8.25 0.00 -11.53 -2.35 Coll 28 -6.92 0.00 -11.53 -2.35 Coll 29 -6.74 0.00 -11.53 -2.35 Coll 30 -5.41 0.00 -11.53 -2.35 Coll 31 -8.32 0.00 -11.53 -2.35 Coll 32 -6.79 0.00 -11.53 -2.35 Coll 33 1.56 0.00 2.69 2.69 Coll 34 2.90 0.00 2.69 2.69 Coll 35 3.07 0.00 2.69 2.69 Coll 36 4.41 0.00 2.69 2.69 Coll 37 1.49 0.00 2.69 2.69 Coll 38 3.03 0.00 2.69 2.69 Coll 39 -7.98 0.00 -11.53 -2.35 Coll 40 -6.64 0.00 -11.53 -2.35 Coll 41 -6.47 0.00 -11.53 -2.35 Coll 42 -5.13 0.00 -11.53 -2.35 Coll 43 -8.05 0.00 -11.53 -2.35 Coll 44 -6.51 0.00 -11.53 -2.35 Coll 45 1.37 0.00 0.00 0.00 Coll 46 1.37 0.00 0.00 0.00 A-729 2O/:LV2021 EwAesL.out 47 3.20 0.00 0.00 0.00 48 3.20 0.00 0.00 0.00 49 1.37 0.00 0.00 0.00 50 1.37 0.00 0.00 0.00 51 0.42 0.00 0.00 0.00 52 0.42 0.00 0.00 0.00 53 1.32 0.00 -0.11 0.00 54 1.43 0.00 0.00 0.00 55 3.16 0.00 -0.08 0.00 56 3.24 0.00 0.00 0.00 57 1.33 0.00 -0.08 0.00 58 1.42 0.00 0.00 0.00 59 0.36 0.00 -0.11 0.00 60 0.47 0.00 0.00 0.00 61 0.27 0.00 0.00 0.00 62 1.27 0.00 0.00 0.00 63 1.40 0.00 0.00 0.00 64 2.41 0.00 0.00 0.00 65 0.22 0.00 0.00 0.00 66 1.37 0.00 0.00 0.00 67 -1.55 0.00 0.00 0.00 68 -0.55 0.00 0.00 0.00 69 -0.42 0.00 0.00 0.00 70 0.58 0.00 0.00 0.00 71 -1.60 0.00 0.00 0.00 72 -0.45 0.00 0.00 0.00 73 -3.48 0.00 0.00 0.00 74 -2.15 0.00 0.00 0.00 75 -1.97 0.00 0.00 0.00 76 -0.64 0.00 0.00 0.00 77 -3.55 0.00 0.00 0.00 78 -2.02 0.00 0.00 0.00 79 -3.21 0.00 0.00 0.00 80 -1.87 0.00 0.00 0.00 81 -1.70 0.00 0.00 0.00 82 -0.36 0.00 0.00 0.00 83 -3.28 0.00 0.00 0.00 84 -1.74 0.00 0.00 0.00 85 4.13 0.00 0.00 0.00 86 1.05 0.00 0.00 0.00 87 3.76 0.00 0.00 0.00 88 1.10 0.00 0.00 0.00 89 4.13 0.00 0.00 0.00 90 0.69 0.00 0.00 0.00 91 0.69 0.00 0.00 0.00 1 10.42 0.00 0.00 0.00 2 3.61 0.00 0.00 0.00 3 1.70 0.00 0.00 0.00 4 8.72 0.00 0.00 0.00 5 3.22 0.00 3.85 3.85 6 6.76 0.00 3.85 3.85 7 0.18 0.00 3.85 3.85 8 3.75 0.00 3.85 3.85 9 3.22 0.00 -3.49 -3.49 10 6.76 0.00 -3.49 -3.49 11 0.18 0.00 -3.49 -3.49 12 3.75 0.00 -3.49 -3.49 13 -1.89 0.00 3.85 3.85 A-730 20/=/2022 ewT PesL.Dut i 14 1.65 0.00 3.85 3.85 15 -4.93 0.00 3.85 3.85 16 -1.35 0.00 3.85 3.85 17 -1.89 0.00 -3.49 -3.49 18 1.65 0.00 -3.49 -3.49 19 -4.93 0.00 -3.49 -3.49 20 -1.35 0.00 -3.49 -3.49 21 -10.33 0.00 5.13 5.13 22 -5.61 0.00 5.13 5.13 23 -6.31 0.00 5.13 5.13 24 -1.59 0.00 5.13 5.13 25 -10.36 0.00 5.13 5.13 26 -5.60 0.00 5.13 5.13 27 -10.33 0.00 -4.66 -4.66 28 -5.61 0.00 -4.66 -4.66 29 -6.31 0.00 -4.66 -4.66 30 -1.59 0.00 -4.66 -4.66 31 -10.36 0.00 -4.66 -4.66 32 -5.60 0.00 -4.66 -4.66 33 -9.65 0.00 5.13 5.13 34 -4.93 0.00 5.13 5.13 35 -5.63 0.00 5.13 5.13 36 -0.91 0.00 5.13 5.13 37 -9.68 0.00 5.13 5.13 38 -4.92 0.00 5.13 5.13 39 -9.65 0.00 -4.66 -4.66 40 -4.93 0.00 -4.66 -4.66 41 -5.63 0.00 -4.66 -4.66 42 -0.91 0.00 -4.66 -4.66 43 -9.68 0.00 -4.66 -4.66 44 -4.92 0.00 -4.66 -4.66 45 3.61 0.00 0.00 0.00 46 3.61 0.00 0.00 0.00 47 8.72 0.00 0.00 0.00 48 8.72 0.00 0.00 0.00 49 3.61 0.00 0.00 0.00 50 3.61 0.00 0.00 0.00 51 1.03 0.00 0.00 0.00 52 1.02 0.00 0.00 0.00 53 3.61 0.00 0.00 0.00 54 3.61 0.00 0.00 0.00 55 8.72 0.00 0.00 0.00 56 8.72 0.00 0.00 0.00 57 3.61 0.00 0.00 0.00 58 3.61 0.00 0.00 0.00 59 1.02 0.00 0.00 0.00 60 1.02 0.00 0.00 0.00 61 0.20 0.00 0.00 0.00 62 3.74 0.00 0.00 0.00 63 3.22 0.00 0.00 0.00 64 6.76 0.00 0.00 0.00 65 0.18 0.00 0.00 0.00 66 3.75 0.00 0.00 0.00 67 -4.90 0.00 0.00 0.00 68 -1.36 0.00 0.00 0.00 69 -1.89 0.00 0.00 0.00 70 1.65 0.00 0.00 0.00 71 -4.93 0.00 0.00 0.00 A-731 1O/11/2O2i EWAesL.out 72 -1.35 0.00 0.00 0.00 73 -10.33 0.00 0.00 0.00 74 -5.61 0.00 0.00 0.00 75 -6.31 0.00 0.00 0.00 76 -1.59 0.00 0.00 0.00 77 -10.36 0.00 0.00 0.00 78 -5.60 0.00 0.00 0.00 79 -9.65 0.00 0.00 0.00 80 -4.93 0.00 0.00 0.00 81 -5.63 0.00 0.00 0.00 82 -0.91 0.00 0.00 0.00 83 -9.68 0.00 0.00 0.00 84 -4.92 0.00 0.00 0.00 85 7.01 0.00 0.00 0.00 86 7.04 0.00 0.00 0.00 87 10.74 0.00 0.00 0.00 88 6.70 0.00 0.00 0.00 89 7.05 0.00 0.00 0.00 90 1.71 0.00 0.00 0.00 91 1.70 0.00 0.00 0.00 1 7.74 0.00 0.00 0.00 2 2.72 0.00 0.00 0.00 3 1.33 0.00 0.00 0.00 4 6.49 0.00 0.00 0.00 5 3.46 0.00 4.34 4.34 6 3.72 0.00 4.34 4.34 7 1.70 0.00 4.34 4.34 8 1.64 0.00 4.34 4.34 9 3.46 0.00 -3.94 -3.94 10 3.72 0.00 -3.94 -3.94 11 1.70 0.00 -3.94 -3.94 12 1.64 0.00 -3.94 -3.94 13 -0.31 0.00 4.34 4.34 14 -0.05 0.00 4.34 4.34 15 -2.07 0.00 4.34 4.34 16 -2.13 0.00 4.34 4.34 17 -0.31 0.00 -3.94 -3.94 18 -0.05 0.00 -3.94 -3.94 19 -2.07 0.00 -3.94 -3.94 20 -2.13 0.00 -3.94 -3.94 21 -5.90 0.00 5.79 5.79 22 -5.55 0.00 5.79 5.79 23 -3.24 0.00 5.79 5.79 24 -2.89 0.00 5.79 5.79 25 -5.58 0.00 5.79 5.79 26 -5.67 0.00 5.79 5.79 27 -5.90 0.00 -5.25 -5.25 28 -5.55 0.00 -5.25 -5.25 29 -3.24 0.00 -5.25 -5.25 30 -2.89 0.00 -5.25 -5.25 31 -5.58 0.00 -5.25 -5.25 32 -5.67 0.00 -5.25 -5.25 33 -5.37 0.00 5.79 5.79 34 -5.02 0.00 5.79 5.79 35 -2.71 0.00 5.79 5.79 36 -2.36 0.00 5.79 5.79 37 -5.05 0.00 5.79 5.79 38 -5.14 0.00 5.79 5.79 A-732 £ £L-V TT'b TT'b 6Z'Z 99'9 S 00'0 00'0 00'0 W 6 b 00'0 00'0 00'0 SL'T £ 00'0 00'0 00'0 08'£ Z 00'0 00'0 00'0 8L'OT T 00'0 00'0 00'0 ££'T T6 00'0 00'0 00'0 Z£'T 06 00'0 00'0 00'0 5Z'S 68 00'0 00'0 00'0 9b'8 88 00'0 00'0 00'0 Tb*b L8 00'0 00'0 00'0 T8'b 98 00'0 00'0 00'0 09'S 98 00'0 00'0 00'0 6T'S— b8 00'0 00'0 00'0 SO'S— £8 00'0 00'0 00'0 9£'Z— Z8 00'0 00'0 00'0 TL'Z— T8 00'0 00'0 00'0 ZO'S— 08 00'0 00'0 00'0 L£'S— 6L 00'0 00'0 00'0 L9'9— 8L 00'0 00'0 00'0 89'9— LL 00'0 00'0 00'0 68'Z— 9L 00'0 00'0 00'0 6Z'£— SL 00'0 00'0 00'0 SS'S— bL 00'0 00'0 00'0 06'9— £L 00'0 00'0 00'0 £T'Z— ZL 00'0 00'0 00'0 LO'Z— TL 00'0 00'0 00'0 90'0— OL 00'0 00'0 00'0 T£'0— 69 00'0 00'0 00'0 b0'Z— 89 00'0 00'0 00'0 0£'Z— L9 00'0 00'0 00'0 69'T 99 00'0 00'0 00'0 OL'T 99 00'0 00'0 00'0 ZL'£ b9 00'0 00'0 00'0 96'£ £9 00'0 00'0 00'0 £L'T Z9 00'0 00'0 00'0 L4'T T9 00'0 00'0 00'0 08'0 09 00'0 00'0 00'0 08'0 6S 00'0 00'0 00'0 ZL'Z 8s; 00'0 00'0 00'0 ZL'Z LS 00'0 00'0 00'0 W 9 99 00'0 00'0 00'0 66'9 SS 00'0 00'0 00'0 ZL'Z bS 00'0 00'0 00'0 ZL'Z £S 00'0 00'0 00'0 08'0 ZS 00'0 00'0 00'0 6L'0 TS 00'0 00'0 00'0 ZL'Z OS 00'0 00'0 00'0 TL'Z 66 00'0 00'0 00'0 66'9 86 00'0 00'0 00'0 86'9 L6 00'0 00'0 00'0 ZL'Z 96 00'0 00'0 00'0 TL'Z S6 SZ'S— SZ'S— 00'0 bT'S— b6 SZ'S— SZ'S— 00'0 SO'S— £6 SZ'S— SZ'S— 00'0 9£'Z— Z6 SZ'S— SZ'S— 00'0 TL'Z— T6 SZ'S— SZ'S— 00'0 ZO'S— 0b SZ'S— SZ'S— 00'0 L£'S— 6£ TcOZ/TT/OT 10/11/2021 EWAesL.out > 6 5.43 0.00 4.11 4.11 7 3.87 0.00 4.11 4.11 8 -0.31 0.36 4.11 4.11 9 5.65 2.29 -3.73 -3.73 10 5.43 0.00 -3.73 -3.73 11 3.87 0.00 -3.73 -3.73 12 -0.31 0.36 -3.73 -3.73 13 0.41 2.29 4.11 4.11 14 0.19 0.00 4.11 4.11 15 -1.37 0.00 4.11 4.11 16 -5.55 0.36 4.11 4.11 17 0.41 2.29 -3.73 -3.73 18 0.19 0.00 -3.73 -3.73 19 -1.37 0.00 -3.73 -3.73 20 -5.55 0.36 -3.73 -3.73 21 -7.76 3.05 5.48 5.48 22 -8.06 0.00 5.48 5.48 23 -3.47 3.05 5.48 5.48 24 -3.77 0.00 5.48 5.48 25 -5.83 0.00 5.48 5.48 26 -11.41 0.48 5.48 5.48 27 -7.76 3.05 -4.97 28 -8.06 0.00 -4.97 -4.97 29 -3.47 3.05 -4.97 -4.97 30 -3.77 0.00 -4.97 -4.97 31 -5.83 0.00 -4.97 -4.97 32 -11.41 0.48 -4.97 -4.97 33 -7.06 3.05 5.48 5.48 34 -7.36 0.00 5.48 5.48 35 -2.77 3.05 5.48 5.48 36 -3.07 0.00 5.48 5.48 37 -5.14 0.00 5.48 5.48 38 -10.71 0.48 5.48 5.48 39 -7.06 3.05 -4.97 -4.97 40 -7.36 0.00 -4.97 -4.97 41 -2.77 3.05 -4.97 -4.97 42 -3.07 0.00 -4.97 -4.97 43 -5.14 0.00 -4.97 -4.97 44 -10.71 0.48 -4.97 -4.97 45 3.70 0.11 0.00 0.00 46 3.89 0.00 0.00 0.00 47 8.97 0.08 0.00 0.00 48 9.10 0.00 0.00 0.00 49 3.73 0.08 0.00 0.00 50 3.86 0.00 0.00 0.00 51 0.95 0.11 0.00 0.00 52 1.14 0.00 0.00 0.00 53 3.80 0.00 0.00 0.00 54 3.80 0.00 0.00 0.00 55 9.04 0.00 0.00 0.00 56 9.04 0.00 0.00 0.00 57 3.80 0.00 0.00 0.00 58 3.80 0.00 0.00 0.00 59 1.05 0.00 0.00 0.00 60 1.05 0.00 0.00 0.00 61 2.43 2.29 0.00 0.00 62 2.21 0.00 0.00 0.00 63 5.65 2.29 0.00 0.00 A-734 101W2021 EWDesL.Dut 64 5.43 0.00 0.00 0.00 65 3.87 0.00 0.00 0.00 66 -0.31 0.36 0.00 0.00 67 -2.81 2.29 0.00 0.00 68 -3.03 0.00 0.00 0.00 69 0.41 2.29 0.00 0.00 70 0.19 0.00 0.00 0.00 71 -1.37 0.00 0.00 0.00 72 -5.55 0.36 0.00 0.00 73 -7.76 3.05 0.00 0.00 74 -8.06 0.00 0.00 0.00 75 -3.47 3.05 0.00 0.00 76 -3.77 0.00 0.00 0.00 77 -5.83 0.00 0.00 0.00 78 -11.41 0.48 0.00 0.00 79 -7.06 3.05 0.00 0.00 80 -7.36 0.00 0.00 0.00 81 -2.77 3.05 0.00 0.00 82 -3.07 0.00 0.00 0.00 83 -5.14 0.00 0.00 0.00 84 -10.71 0.48 0.00 0.00 85 7.60 0.00 0.00 0.00 86 7.33 0.00 0.00 0.00 87 7.33 0.01 0.00 0.00 88 7.56 0.00 0.00 0.00 89 11.17 0.00 0.00 0.00 90 1.65 0.11 0.00 0.00 91 1.84 0.00 0.00 0.00 1 5.71 0.00 0.00 0.00 2 1.66 0.00 0.00 0.00 3 1.02 0.00 0.00 0.00 4 4.70 0.00 0.00 0.00 5 5.55 0.00 1.99 1.99 6 0.96 1.86 1.99 1.99 7 6.27 0.36 1.99 1.99 8 5.80 0.00 1.99 1.99 9 -1.61 0.00 -8.61 -1.73 10 -6.19 1.86 -8.61 -1.73 11 -0.88 0.36 -8.61 -1.73 12 -1.36 0.00 -8.61 -1.73 13 2.50 0.00 1.99 1.99 14 -2.0B 1.86 1.99 1.99 15 3.23 0.36 1.99 1.99 16 2.75 0.00 1.99 1.99 17 -4.65 0.00 -8.61 -1.73 18 -9.23 1.86 -8.61 -1.73 19 -3.93 0.36 -8.61 -1.73 20 -4.40 0.00 -8.61 -1.73 21 0.32 0.00 2.65 2.65 22 -5.79 2.48 2.65 2.65 23 1.74 0.00 2.65 2.65 24 -4.37 2.48 2.65 2.65 25 2.70 0.48 2.65 2.65 26 2.07 0.00 2.65 2.65 27 -9.22 0.00 -11.49 -2.31 28 -15.33 2.48 -11.49 -2.31 29 -7.80 0.00 -11.49 -2.31 30 -13.91 2.48 -11.49 -2.31 A-735 10/11/2021 EwDesL.out 31 -6.84 0.48 -11.49 -2.31 32 -7.47 0.00 -11.49 -2.31 33 0.72 0.00 2.65 2.65 34 -5.39 2.48 2.65 2.65 35 2.15 0.00 2.65 2.65 36 -3.96 2.48 2.65 2.65 37 3.11 0.48 2.65 2.65 38 2.48 0.00 2.65 2.65 39 -8.82 0.00 -11.49 -2.31 40 -14.93 2.48 -11.49 -2.31 41 -7.39 0.00 -11.49 -2.31 42 -13.50 2.48 -11.49 -2.31 43 -6.43 0.48 -11.49 -2.31 44 -7.06 0.00 -11.49 -2.31 45 1.76 0.00 0.00 0.00 46 1.56 0.11 0.00 0.00 47 4.77 0.00 0.00 0.00 48 4.63 0.08 0.00 0.00 49 1.73 0.00 0.00 0.00 50 1.59 0.08 0.00 0.00 51 0.71 0.00 0.00 0.00 52 0.52 0.11 0.00 0.00 53 1.59 0.00 -0.11 0.00 54 1.72 0.00 0.00 0.00 55 4.65 0.00 -0.08 0.00 56 4.75 0.00 0.00 0.00 57 1.61 0.00 -0.08 0.00 58 1.70 0.00 0.00 0.00 59 0.55 0.00 -0.11 0.00 60 0.67 0.00 0.00 0.00 61 0.90 0.00 0.00 0.00 62 -3.68 1.86 0.00 0.00 63 1.97 0.00 0.00 0.00 64 -2.61 1.86 0.00 0.00 65 2.69 0.36 0.00 0.00 66 2.22 0.00 0.00 0.00 67 -2.14 0.00 0.00 0.00 68 -6.73 1.86 0.00 0.00 69 -1.07 0.00 0.00 0.00 70 -5.66 1.86 0.00 0.00 71 -0.35 0.36 0.00 0.00 72 -0.82 0.00 0.00 0.00 73 -4.45 0.00 0.00 0.00 74 -10.56 2.48 0.00 0.00 75 -3.03 0.00 0.00 0.00 76 -9.14 2.48 0.00 0.00 77 -2.07 0.48 0.00 0.00 78 -2.70 0.00 0.00 0.00 79 -4.05 0.00 0.00 0.00 80 -10.16 2.48 0.00 0.00 81 -2.62 0.00 0.00 0.00 82 -8.73 2.48 0.00 0.00 83 -1.66 0.48 0.00 0.00 84 -2.29 0.00 0.00 0.00 85 1.24 0.00 0.00 0.00 86 4.35 0.00 0.00 0.00 87 4.36 0.00 0.00 0.00 88 1.26 0.00 0.00 0.00 A-736 10/W2022 SWABS I_.O1tt Co15 89 3.91 0.01 C015 90 1.12 0.00 Co15 91 0.92 0.11 COLUMN DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- Coll ---- 1 ------ 0.00 ------ 1.60 Coll 2 0.00 1.60 Coll 3 0.00 1.60 Coll 4 0.00 1.60 Coll 5 0.22 1.60 Coll 6 0.22 1.60 Coll 7 0.22 1.60 Coll 8 0.22 1.60 Coll 9 -0.19 1.60 Coll 10 -0.19 1.60 Coll 11 -0.19 1.60 Coll 12 -0.19 1.60 Coll 13 0.22 1.60 Coll 14 0.22 1.60 Coll 15 0.22 1.60 Coll 16 0.22 1.60 Coll 17 -0.19 1.60 Coll 18 -0.19 1.60 Coll 19 -0.19 1.60 Coll 20 -0.19 1.60 Coll 21 0.29 1.60 Coll 22 0.29 1.60 Coll 23 0.29 1.60 Coll 24 0.29 1.60 Coll 25 0.29 1.60 Coll 26 0.29 1.60 Coll 27 -0.25 1.60 Coll 28 -0.25 1.60 Coll 29 -0.25 1.60 Coll 30 -0.25 1.60 Coll 31 -0.25 1.60 Coll 32 -0.25 1.60 Coll 33 0.00 1.60 Coll 34 0.00 1.60 Coll 35 0.00 1.60 Coll 36 0.00 1.60 Coll 37 0.00 1.60 Coll 38 0.00 1.60 Coll 39 0.00 1.60 Coll 40 0.00 1.60 Coll 41 0.00 1.60 Coll 42 0.00 1.60 Coll 43 0.00 1.60 Coll 44 0.00 1.60 Coll 45 0.00 1.60 Coll 46 0.00 1.60 Coll 47 0.00 1.60 Coll 48 0.00 1.60 Coll 49 0.00 1.60 0.00 0.00 0.00 0.00 0.00 0.00 A-737 10/11/2021 50 0.00 1.60 51 0.00 1.60 52 0.00 1.60 53 0.00 1.60 54 0.00 1.60 55 0.00 1.60 56 0.00 1.60 57 0.00 1.60 58 0.00 1.60 59 0.00 1.60 60 0.00 1.60 1 0.00 1.74 2 0.00 1.74 3 0.00 1.74 4 0.00 1.74 5 0.30 1.74 6 0.30 1.74 7 0.30 1.74 8 0.30 1.74 9 -0.27 1.74 10 -0.27 1.74 11 _ -0.27 1.74 12 -0.27 1.74 13 0.30 1.74 14 0.30 1.74 15 0.30 1.74 16 0.30 1.74 17 -0.27 1.74 18 -0.27 1.74 19 -0.27 1.74 20 -0.27 1.74 21 0.40 1.74 22 0.40 1.74 23 0.40 1.74 24 0.40 1.74 25 0.40 1.74 26 0.40 1.74 27 -0.36 1.74 28 -0.36 1.74 29 -0.36 1.74 30 -0.36 1.74 31 -0.36 1.74 32 -0.36 1.74 33 0.00 1.74 34 0.00 1.74 35 0.00 1.74 36 0.00 1.74 37 0.00 1.74 38 0.00 1.74 39 0.00 1.74 40 0.00 1.74 41 0.00 1.74 42 0.00 1.74 43 0.00 1.74 44 0.00 1.74 45 0.00 1.74 46 0.00 1.74 47 0.00 1.74 A-738 10/12/2021 EwpeSL-.Dut 48 0.00 1.74 49 0.00 1.74 50 0.00 1.74 51 0.00 1.74 52 0.00 1.74 53 0.00 1.74 54 0.00 1.74 55 0.00 1.74 56 0.00 1.74 57 0.00 1.74 58 0.00 1.74 59 0.00 1.74 60 0.00 1.74 1 0.00 1.86 2 0.00 1.86 3 0.00 1.86 4 0.00 1.86 5 0.42 1.86 6 0.42 1.86 7 0.42 1.86 8 0.42 1.86 9 -0.38 1.86 10 -0.38 1.86 11 -0.38 1.86 12 -0.38 1.86 13 0.42 1.86 14 0.42 1.86 15 0.42 1.86 16 0.42 1.86 17 -0.38 1.86 18 -0.38 1.86 19 -0.38 1.86 20 -0.38 1.86 21 0.56 1.86 22 0.56 1.86 23 0.56 1.86 24 0.56 1.86 25 0.56 1.86 26 0.56 1.86 27 -0.51 1.86 28 -0.51 1.86 29 -0.51 1.86 30 -0.51 1.86 31 -0.51 1.86 32 -0.51 1.86 33 0.00 1.86 34 0.00 1.86 35 0.00 1.86 36 0.00 1.86 37 0.00 1.86 38 0.00 1.86 39 0.00 1.86 40 0.00 1.86 41 0.00 1.86 42 0.00 1.86 43 0.00 1.86 44 0.00 1.86 45 0.00 1.86 A-739 10/11/2021 EWACSL.okt: 46 0.00 1.86 47 0.00 1.86 48 0.00 1.86 49 0.00 1.86 50 0.00 1.86 51 0.00 1.86 52 0.00 1.86 53 0.00 1.86 54 0.00 1.86 55 0.00 1.86 56 0.00 1.86 57 0.00 1.86 58 0.00 1.86 59 0.00 1.86 60 0.00 1.86 1 0.00 1.74 2 0.00 1.74 3 0.00 1.74 4 0.00 1.74 5 0.32 1.74 6 0.32 1.74 7 0.32 1.74 8 0.32 1.74 9 -0.29 1.74 10 -0.29 1.74 11 -0.29 1.74 12 -0.29 1.74 13 0.32 1.74 14 0.32 1.74 15 0.32 1.74 16 0.32 1.74 17 -0.29 1.74 18 -0.29 1.74 19 -0.29 1.74 20 -0.29 1.74 21 0.43 1.74 22 0.43 1.74 23 0.43 1.74 24 0.43 1.74 25 0.43 1.74 26 0.43 1.74 27 -0.39 1.74 28 -0.39 1.74 29 -0.39 1.74 30 -0.39 1.74 31 -0.39 1.74 32 -0.39 1.74 33 0.00 1.74 34 0.00 1.74 35 0.00 1.74 36 0.00 1.74 37 0.00 1.74 38 0.00 1.74 39 0.00 1.74 40 0.00 1.74 41 0.00 1.74 42 0.00 1.74 43 0.00 1.74 A-740 10/11/2021 6WDPS L.O v-t i 44 0.00 1.74 45 0.00 1.74 46 0.00 1.74 47 0.00 1.74 48 0.00 1.74 49 0.00 1.74 50 0.00 1.74 51 0.00 1.74 52 0.00 1.74 53 0.00 1.74 54 0.00 1.74 55 0.00 1.74 56 0.00 1.74 57 0.00 1.74 58 0.00 1.74 59 0.00 1.74 60 0.00 1.74 1 0.00 1.60 2 0.00 1.60 3 0.00 1.60 4 0.00 1.60 5 0.21 1.60 6 0.21 1.60 7 0.21 1.60 8 0.21 1.60 9 -0.19 1.60 10 -0.19 1.60 11 -0.19 1.60 12 -0.19 1.60 13 0.21 1.60 14 0.21 1.60 15 0.21 1.60 16 0.21 1.60 17 -0.19 1.60 18 -0.19 1.60 19 -0.19 1.60 20 -0.19 1.60 21 0.28 1.60 22 0.28 1.60 23 0.28 1.60 24 0.28 1.60 25 0.28 1.60 26 0.28 1.60 27 -0.25 1.60 28 -0.25 1.60 29 -0.25 1.60 30 -0.25 1.60 31 -0.25 1.60 32 -0.25 1.60 33 0.00 1.60 34 0.00 1.60 35 0.00 1.60 36 0.00 1.60 37 0.00 1.60 38 0.00 1.60 39 0.00 1.60 40 0.00 1.60 41 0.00 1.60 A-741 10A W2021 C015 42 0.00 1.60 C015 43 0.00 1.60 C015 44 0.00 1.60 Co15 45 0.00 1.60 Co15 46 0.00 1.60 Co15 47 0.00 1.60 Co15 48 0.00 1.60 C015 49 0.00 1.60 Co15 50 0.00 1.60 Co15 51 0.00 1.60 Co15 52 0.00 1.60 C015 53 0.00 1.60 C015 54 0.00 1.60 Co15 55 0.00 1.60 Co15 56 0.00 1.60 Co15 57 0.00 1.60 C015 58 0.00 1.60 Co15 59 0.00 1.60 Co15 60 0.00 1.60 RAFTER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- Rafl ---- 1 ------ -0.35 ------ 1.43 Rafl 2 -0.12 1.43 Rafl 3 -0.05 1.43 Rafl 4 -0.29 1.43 Rafl 5 -0.20 1.43 Rafl 6 -0.25 1.43 Rafl 7 -0.15 1.43 Rafl 8 -0.20 1.43 Rafl 9 -0.20 1.43 Rafl 10 -0.25 1.43 Rafl 11 -0.15 1.43 Rafl 12 -0.20 1.43 Rafl 13 -0.02 1.43 Rafl 14 -0.08 1.43 Rafl 15 0.03 1.43 Rafl 16 -0.02 1.43 Rafl 17 -0.02 1.43 Rafl 18 -0.08 1.43 Rafl 19 0.03 1.43 Rafl 20 -0.02 1.43 Rafl 21 0.14 1.43 Rafl 22 0.07 1.43 Rafl 23 0.07 1.43 Rafl 24 -0.01 1.35 Rafl 25 0.14 1.43 Rafl 26 0.07 1.43 Rafl 27 0.14 1.43 Rafl 28 0.07 1.43 Rafl 29 0.07 1.43 Rafl 30 -0.01 1.35 Rafl 31 0.14 1.43 Rafl 32 0.07 1.43 Rafl 33 -0.12 1.43 A-742 10A11A2021 eWDBsL.out 34 -0.12 1.43 35 -0.29 1.43 36 -0.29 1.43 37 -0.12 1.43 38 -0.12 1.43 39 -0.03 1.43 40 -0.03 1.43 41 -0.12 1.43 42 -0.12 1.43 43 -0.29 1.43 44 -0.29 1.43 45 -0.12 1.43 46 -0.12 1.43 47 -0.03 1.43 48 -0.03 1.43 49 -0.15 1.43 50 -0.20 1.43 51 -0.20 1.43 52 -0.25 1.43 53 0.03 1.43 54 -0.02 1.43 55 -0.02 1.43 56 -0.08 1.43 57 0.14 1.43 58 0.07 1.43 59 0.07 1.43 60 -0.01 1.35 1 -0.15 1.35 2 -0.05 1.35 3 -0.02 1.35 4 -0.13 1.35 5 -0.08 1.35 6 -0.12 1.35 7 -0.05 1.35 8 -0.10 1.35 9 -0.08 1.35 10 -0.12 1.35 11 -0.05 1.35 12 -0.10 1.35 13 0.00 1.57 14 -0.05 1.35 15 0.03 1.35 16 -0.02 1.35 17 0.00 1.57 18 -0.05 1.35 19 0.03 1.35 20 -0.02 1.35 21 0.08 1.35 22 0.02 1.35 23 0.05 1.35 24 -0.02 1.35 25 0.08 1.35 26 0.02 1.35 27 0.08 1.35 28 0.02 1.35 29 0.05 1.35 30 -0.02 1.35 31 0.08 1.35 A-743 10/11/2021 C-WDPs L..O act 32 0.02 1.35 33 -0.05 1.35 34 -0.05 1.35 35 -0.13 1.35 36 -0.13 1.35 37 -0.05 1.35 38 -0.05 1.35 39 -0.01 1.35 40 -0.01 1.35 41 -0.05 1.35 42 -0.05 1.35 43 -0.13 1.35 44 -0.13 1.35 45 -0.05 1.35 46 -0.05 1.35 47 -0.01 1.35 48 -0.01 1.35 49 -0.05 1.35 50 -0.10 1.35 51 -0.08 1.35 52 -0.12 1.35 53 0.02 1.35 54 -0.02 1.35 55 0.00 1.57 56 -0.05 1.35 57 0.08 1.35 58 0.02 1.35 59 0.05 1.35 60 -0.02 1.35 1 -0.38 1.57 2 -0.12 1.57 3 -0.06 1.57 4 -0.32 1.57 5 -0.26 1.57 6 -0.19 1.57 7 -0.23 1.57 8 -0.16 1.57 9 -0.26 1.57 10 -0.19 1.57 11 -0.23 1.57 12 -0.16 1.57 13 -0.06 1.41 14 -0.04 1.41 15 -0.04 1.57 16 0.03 1.57 17 -0.06 1.41 18 -0.04 1.41 19 -0.04 1.57 20 0.03 1.57 21 0.10 1.57 22 0.19 1.57 23 -0.05 1.41 24 0.12 1.57 25 0.06 1.57 26 0.15 1.57 27 0.10 1.57 28 0.19 1.57 29 -0.05 1.41 A-744 10/11/2021 EWABsL.out 30 0.12 1.57 31 0.06 1.57 32 0.15 1.57 33 -0.12 1.57 34 -0.12 1.57 35 -0.32 1.57 36 -0.32 1.57 37 -0.12 1.57 38 -0.12 1.57 39 -0.03 1.57 40 -0.03 1.57 41 -0.12 1.57 42 -0.12 1.57 43 -0.32 1.57 44 -0.32 1.57 45 -0.12 1.57 46 -0.12 1.57 47 -0.03 1.57 48 -0.03 1.57 49 -0.20 1.57 50 -0.14 1.57 51 -0.26 1.57 52 -0.19 1.57 53 -0.04 1.41 54 0.06 1.57 55 -0.06 1.41 56 -0.04 1.41 57 0.10 1.57 58 0.19 1.57 59 -0.05 1.41 60 0.12 1.57 1 -0.19 1.41 2 -0.08 1.41 3 -0.03 1.41 4 -0.16 1.41 5 -0.21 1.41 6 -0.17 1.41 7 -0.09 1.41 8 -0.04 1.41 9 -0.21 1.41 10 -0.17 1.41 11 -0.09 1.41 12 -0.04 1.41 13 -0.13 1.41 14 -0.09 1.41 15 -0.01 1.41 16 0.04 1.41 17 -0.13 1.41 18 -0.09 1.41 19 -0.01 1.41 20 0.04 1.41 21 -0.04 1.41 22 0.01 1.41 23 -0.10 1.41 24 -0.04 1.41 25 0.07 1.41 26 0.13 1.41 27 -0.04 1.41 A-745 10/11/2021 EWDesL.out Raf4 28 0.01 1.41 Raf4 29 -0.10 1.41 Raf4 30 -0.04 1.41 Raf4 31 0.07 1.41 Raf4 32 0.13 1.41 Raf4 33 -0.08 1.41 Raf4 34 -0.08 1.41 Raf4 35 -0.16 1.41 Raf4 36 -0.16 1.41 Raf4 37 -0.08 1.41 Raf4 38 -0.08 1.41 Raf4 39 -0.02 1.41 Raf4 40 -0.02 1.41 Raf4 41 -0.08 1.41 Raf4 42 -0.08 1.41 Raf4 43 -0.16 1.41 Raf4 44 -0.16 1.41 Raf4 45 -0.08 1.41 Raf4 46 -0.08 1.41 Raf4 47 -0.02 1.41 Raf4 48 -0.02 1.41 Raf4 49 -0.17 1.41 Raf4 50 -0.13 1.41 Raf4 51 -0.21 1.41 Raf4 52 -0.17 1.41 Raf4 53 -0.09 1.41 Raf4 54 -0.05 1.41 Raf4 55 -0.13 1.41 Raf4 56 -0.09 1.41 Raf4 57 -0.04 1.41 Raf4 58 0.01 1.41 Raf4 59 -0.10 1.41 Raf4 60 -0.04 1.41 COLUMN/RAFTER KL/R RATIO: Unbrace_Length ----KL/R---- Id Major Minor Major Minor ------ Coll ------ 16.0 ------ 7.5 ----- 60 ----- 107 Co12 17.4 7.5 53 115 Co13 18.6 7.5 57 115 Co14 17.4 7.5 53 115 Co15 16.0 7.5 60 107 ------ Rafl ------ 21.5 ------ 1.8 ----- 56 ----- 29 Raf2 23.6 1.8 61 29 Raf3 23.6 1.8 61 29 Raf4 21.1 1.8 55 29 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead 4 - Dead+Collateral+0.75Live A-746 10/11/2021 SWAPS L. D ut 0 5 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 6 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 7 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 8 - Dead+Collateral+0.75Live+0.45Wind Suction+0.45Wind_Long2 9 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 10 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 11 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Longl 12 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 13 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction 14 - Dead+Collateral+0.45Wind Right2+0.45Wind Suction 15 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Longl 16 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long2 17 - Dead+Collateral+0.45Wind_Le£t2+0.45Wind_Pressure 18 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Pressure 19 - Dead+Collateral+0.45Wind_Pressure+0.45Wind_Longl 20 - Dead+Collateral+0.45Wind_Pressure+0.45Wind_Long2 21 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 22 - 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 23 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 24 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 26 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 27 - 0.6Dead+0.6Wind_Leftl+0.6Wind_Pressure 28 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 29 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 30 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 31 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 32 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 33 - Dead+0.6Wind Leftl+0.6Wind Suction 34 - Dead+0.6Wind_Rightl+0.6Wind_Suction 35 - Dead+0.6Wind_Left2+0.6Wind_Suction 36 - Dead+0.6Wind_Right2+0.6Wind_Suction 37 - Dead+0.6Wind_Suction+0.6Wind_Longl 38 - Dead+0.6Wind_Suction+0.6Wind Long2 39 - Dead+0.6Wind Leftl+0.6Wind Pressure 40 - Dead+0.6Wind_Rightl+0.6Wind_Pressure 41 - Dead+0.6Wind_Left2+0.6Wind_Pressure 42 - Dead+0.6Wind Right2+0.6Wind Pressure 43 - Dead+0.6Wind_Pressure+0.6Wind_Longl 44 - Dead+0.6Wind_Pressure+0.6Wind_Long2 45 - Dead+Collateral+0.7Seismic 46 - Dead+Collateral-0.7Seismic 47 - Dead+Collateral+0.75Live+0.52Seismic 48 - Dead+Collatera1+0.75Live-0.52Seismic 49 - Dead+Collateral+0.52Seismic 50 - Dead+Collateral-0.52Seismic 51 - 0.6Dead+0.7Seismic 52 - 0.6Dead-0.7Seismic 53 - Dead+Collateral+0.7Seismic Long 54 - Dead+Collateral-0.7Seismic Long 55 - Dead+Collateral+0.75Live+0.52Seismic_Long 56 - Dead+Collateral+0.75Live-0.52Seismic_Long 57 - Dead+Collateral+0.52Seismic Long 58 - Dead+Collateral-0.52Seismic_Long 59 - 0.6Dead+0.7Seismic_Long 60 - 0.6Dead-0.7Seismic_Long 61 - Dead+Collateral+0.75Live+0.45Wind Leftl 62 - Dead+Collateral+0.75Live+0.45Wind Rightl A-747 IOAU/2022 EWACS L. o ut 63 - Dead+Collateral+0.75Live+0.45Wind_Left2 64 - Dead+Collateral+0.75Live+0.45Wind Right2 65 - Dead+Collateral+0.75Live+0.45Wind_Longl 66 - Dead+Collateral+0.75Live+0.45Wind Long2 67 - Dead+Collateral+0.45Wind_Leftl 68 - Dead+Collateral+0.45Wind_Rightl 69 - Dead+Collateral+0.45Wind Left2 70 - Dead+Collateral+0.45Wind Right2 71 - Dead+Collateral+0.45Wind_Longl 72 - Dead+Collateral+0.45Wind_Long2 73 - 0.6Dead+0.6Wind_Leftl 74 - 0.6Dead+0.6Wind_Rightl 75 - 0.6Dead+0.6Wind Left2 76 - 0.6Dead+0.6Wind_Right2 77 - 0.6Dead+0.6Wind_Longl 78 - 0.6Dead+0.6Wind_Long2 79 - Dead+0.6Wind_Leftl 80 - Dead+0.6Wind_Rightl 81 - Dead+0.6Wind Left2 82 - Dead+0.6Wind Right2 83 - Dead+0.6Wind_Longl 84 - Dead+0.6Wind Long2 85 - Dead+Collateral+E1PAT_LL_1 86 - Dead+Collateral+E1PAT LL 2 87 - Dead+Collateral+E1PAT LL 3 88 - Dead+Collateral+E1PAT LL 4 89 - Dead+Collateral+E1PAT_LL_5 90 - Dead+0.7Seismic 91 - Dead-0.7Seismic Deflection Combinations 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead 4 - Dead+Collateral+0.75Live 5 - Dead+Collateral+0.75Live+0.23Wind Left2+0.23Wind_Suction 6 - Dead+Collateral+0.75Live+0.23Wind_Right2+0.23Wind Suction 7 - Dead+Collateral+0.75Live+0.23Wind_Suction+0.23Wind_Longl 8 - Dead+Collateral+0.75Live+0.23Wind_Suction+0.23Wind_Long2 9 - Dead+Collateral+0.75Live+0.23Wind Left2+0..23Wind Pressure 10 - Dead+Collateral+0.75Live+0.23Wind_Right2+0.23Wind_Pressure 11 - Dead+Collateral+0.75Live+0.23Wind_Pressure+0.23Wind_Longl 12 - Dead+Collateral+0.75Live+0.23Wind_Pressure+0.23Wind_Long2 13 - Dead+Collateral+0.23Wind_Left2+0.23Wind_Suction 14 - Dead+Collateral+0.23Wind_Right2+0.23Wind_Suction 15 - Dead+Collateral+0.23Wind_Suction+0.23Wind_Longl 16 - Dead+Collateral+0.23Wind_Suction+0.23Wind Long2 17 - Dead+Collateral+0.23Wind_Left2+0.23Wind_Pressure 18 - Dead+Collateral+0.23Wind Right2+0.23Wind Pressure 19 - Dead+Collateral+0.23Wind_Pressure+0.23Wind_Longl 20 - Dead+Collateral+0.23Wind_Pressure+0.23Wind_Long2 21 - Dead+0.31Wind Left1+0.31Wind_Suction 22 - Dead+0.31Wind_Rightl+0.31Wind Suction 23 - Dead+0.31Wind_Left2+0.31Wind_Suction 24 - Dead+0.31Wind Right2+0.31Wind_Suction 25 - Dead+0.3lWind Suction+0.31Wind_Longl 26 - Dead+0.31Wind Suction+0.31Wind_Long2 27 - Dead+0.31Wind Leftl+0.31Wind_Pressure 28 - Dead+0.31Wind Rightl+0.31Wind Pressure 10/11/2021 EWDPSI-.Dut > 29 - Dead+0.31Wind_Left2+0.31Wind_Pressure 30 - Dead+0.31Wind_Right2+0.31Wind_Pressure 31 - Dead+0.31Wind_Pressure+0.31Wind_Longl 32 - Dead+0.31Wind_Pressure+0.31Wind_Long2 33 - Dead+Collateral+0.7Seismic 34 - Dead+Collateral-0.7Seismic 35 - Dead+Collateral+0.75Live+0.52Seismic 36 - Dead+Collateral+0.75Live-0.52Seismic 37 - Dead+Collateral+0.52seismic 38 - Dead+Collateral-0.52Seismic 39 - 0.6Dead+0.7Seismic 40 - 0.6Dead-0.7Seismic 41 - Dead+Collateral+0.7Seismic Long 42 - Dead+Collateral-0.7Seismic Long 43 - Dead+Collateral+0.75Live+0.52Seismic_Long 44 - Dead+Collateral+0.75Live-0.52Seismic_Long 45 - Dead+Collateral+0.52Seismic_Long 46 - Dead+Collateral-0.52Seismic—Long 47 - 0.6Dead+0.7Seismic Long 48 - 0.6Dead-0.7Seismic_Long 49 - Dead+Collateral+0.75Live+0.23Wind_Leftl 50 - Dead+Collateral+0.75Live+0.23Wind_Rightl 51 - Dead+Collateral+0.75Live+0.23Wind Left2 52 - Dead+Collateral+0.75Live+0.23Wind_Right2 53 - Dead+Collateral+0.23Wind_Leftl 54 - Dead+Collateral+0.23Wind_Rightl 55 - Dead+Collateral+0.23Wind Left2 56 - Dead+Collateral+0.23Wind_Right2 57 - Dead+0.31Wind_Leftl 58 - Dead+0.31Wind_Rightl 59 - Dead+0.31Wind Left2 60 - Dead+0.31Wind—Right2 K2180744X Wall 1 - Column Flange Brace 10/11/21 8:llpm -------------------------------------------------------------------------------- COLUMN FLANGE BRACES Column Brace At Id Side Part Girt Id ----- ------------------------ Co12 R L2525105 1 2 Co13 R L2525105 1 2 Co14 R L2525105 1 2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Rafter Splice Design 10/11/21 8:llpm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) PLATE SIZE: ----------- A-749 10/11/2021 C-WAPSLx tt Splice -Surface- Rafter ---Plate--- --------------- Bolts --------------- Id Type Id Locate Depth Width Thick Dia Gage RowT Spacer RowB SpaceB -- ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ 1 FF 2 27.2 11.88 5.00 0.313 0.500 2.25 1 0.00 1 0.00 2 S 3 0.0 11.88 0.00 0.250 0.500 2.99 2 3.00 0 0.00 3 FF 3 27.2 11.88 5.00 0.313 0.500 2.25 1 0.00 1 0.00 PLATE DESIGN: Splice Load Axial Shear Moment Id Type Side Id (k) (k) (f-k) -- ---- ---- ---- ----- ----- ------ 1 FF Top 85 0.08 1.08 6.76 Bot 86 0.17 2.68 -4.94 2 S Top 88 0.22 3.83 0.00 3 FF Top 85 0.09 1.49 7.40 Bot 86 0.17 2.92 -4.75 LOAD COMBINATIONS: ------------------ 85 - Dead+Collateral+E1PAT_LL_1 86 - Dead+Collateral+E1PAT_LL_2 88 - Dead+Collateral+E1PAT LL 4 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Base Plate Design 10/11/21 8:llpm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: Base Plate Yield = 55.00(ksi) Concrete Bearing = 1.05(ksi) Bolt Shear Stress = 11.60(ksi) Bolt Tension Stress = 21.75(ksi) BASE SIZE: ---------- ----- Base(in)----- --Plate Size(in)--------- Bolts(in)------- Id Type Depth Elev Width Thick Length Type Dia Gage Row ----- Coll ---- S3 ----- 7.89 ----- 0.0 ----- 6.00 ----- 0.375 ------ 8.25 ----- A36 ----- 0.750 ---- 3.00 --- 2 Co12 S3 9.87 0.0 6.00 0.375 10.25 A36 0.750 3.00 2 Co13 S3 9.87 0.0 6.00 0.375 10.25 A36 0.750 3.00 2 Co14 S3 9.87 0.0 6.00 0.375 10.25 A36 0.750 3.00 2 C015 S3 7.89 0.0 6.00 0.375 8.25 A36 0.750 3.00 2 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear-Max_Shear- Shear Tens Id Load Fy(k) Load Fy(k) Fx(k) Load Fx(k) Load Fx(k) Fy(k) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Coll 6 5.98 31 -8.32 11.53 27 11.53 31 11.53 -8.32 A-750 10/21 /2021 6WABs Lx vt 4. Co12 87 10.74 25 -10.36 5.13 21 5.13 25 5.13 -10.36 Co13 88 8.46 21 -5.90 5.79 21 5.79 21 5.79 -5.90 Co14 89 11.17 26 -11.41 5.51 23 6.28 35 6.28 -2.77 Co15 7 6.27 28 -15.33 11.75 42 11.75 42 11.75 -13.50 LOAD COMBINATIONS: 6 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind Suction 7 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 21 - 0.6Dead+0.6Wind_Leftl+0.6Wind_Suction 23 - 0.6Dead+0.6Wind Left2+0.6Wind Suction 25 - 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 26 - 0.6Dead+0.6Wind Suction+0.6Wind Long2 27 - 0.6Dead+0.6Wind Leftl+0.6Wind Pressure 28 - 0.6Dead+0.6Wind Rightl+0.6Wind_Pressure 31 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 35 - Dead+0.6Wind_Left2+0.6Wind_Suction 42 - Dead+0.6Wind_Right2+0.6Wind_Pressure 87 - Dead+Collateral+E1PAT_LL_3 88 - Dead+Collateral+E1PAT LL 4 89 - Dead+Collateral+E1PAT LL 5 K2180744X ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Wall 1 - Bypass Girt Layout 10/11/21 8:llpm GIRT LAYOUT: Des Bay Bay_Offset Design ---Extend-- ---- Max _Load--- Locate Id ------ --- Id --- Part -------- Start ----- End ----- Length ------ Left ----- Right ----- Weight ------ Id -- UC ---- Report ------- Rot --- 7.50 1 1 08Z060 0.00 10.11 9.45 0.00 0.00 27.1 WS 0.59 Moment D 2 1 OSZ067 20.11 22.11 1.67 0.00 0.00 5.3 WS 0.40 Mom+Shr D 2 OBZ067 0.00 20.28 20.28 0.00 1.94 71.2 WS 0.98 Moment D 3 08Z075 0.00 23.58 23.58 1.94 1.94 98.5 WS 0.92 Mom+Shr D 4 08ZO89 0.00 21.73 21.40 1.94 0.00 99.4 WS 0.95 Moment D ------ --- 11.00 3 --- 1 -------- 08Z105 ----- 0.00 ----- 22.11 ------ 21.78 ----- 0.00 ----- 1.94 ------ 119.2 -- WS ---- 1.22 ------- Moment --- D 2 08ZO89 0.00 20.28 20.28 1.94 1.94 102.9 WP 0.85 Moment D 3 08Z060 0.00 23.58 23.58 1.94 1.94 78.8 WS 0.78 Mom+Shr D 4 08ZO60 0.00 21.73 21.40 1.94 0.00 67.0 WS 0.79 Moment D ------ --- 13.50 4 --- 1 -------- 08Z060 ----- 0.00 ----- 22.11 ------ 21.78 ----- 0.00 ----- 1.94 ------ 68.1 -- WS ---- 0.70 ------- Moment --- D 2 08ZO60 0.00 20.28 20.28 1.94 1.94 69.4 WS 0.50 Mom+Shr D 3 08Z060 0.00 23.58 23.58 1.94 1.94 78.8 WS 0.57 Mom+Shr D 4 08ZO60 0.00 21.73 21.40 1.94 0.00 67.0 WS 0.61 Moment D ------ --- 15.50 5 --- 1 -------- 08ZO60 ----- 0.00 ----- 22.11 ------ 21.78 ----- 0.00 ----- 1.94 ------ 68.1 -- WS ---- 0.89 ------- Moment --- D 2 08ZO60 0.00 20.28 20.28 1.94 1.94 69.4 WS 0.66 Mom+Shr D 3 08Z060 0.00 23.58 23.58 1.94 1.94 78.8 WS 0.79 Mom+Shr D 4 08Z060 0.00 21.73 21.40 1.94 0.00 67.0 WS 0.80 Mom+Shr D WP - 0.6Wind Pressure WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No. Brace/Bay A-751 10/11/2021 6WAPsl_.Dut > 1 2 3 4 0 0 0 0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Girt Design 1 (Locate 7.50) 10/11/21 8:llpm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z060 7.5000 9.45 5.50 0 27.1 0.00 0.65 27.1 LOAD ID : 0.6Wind Pressure -------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.67 -0.67 0.00 -1.58 4.72 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.67 2.6 0.26 MidS -1.58 4.78 0.33 LLap 0.28 -0.11 LOAD ID : 0.6Wind Suction ------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.78 0.76 0.00 1.83 4.79 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.78 2.6 0.30 MidS 1.83 3.11 0.59 LLap 0.33 0.13 DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind Suction Seis_Pressure Seis_Suction A-752 10%2/2021 6WDesL.out Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.06 1.26 0.06 1.26 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Girt Design 2 (Locate 7.50) 10/11/21 8:llpm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----_------ ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z067 7.5000 1.67 5.50 0 5.3 0.00 0.70 2 08Z067 7.5000 20.28 1.94 5.50 0 71.2 0.00 0.70 3 08Z075 7.5000 23.58 1.94 1.94 5.50 0 98.5 0.00 0.70 4 08Z089 7.5000 21.40 1.94 5.50 0 99.4 0.00 0.70 274.5 LOAD ID : 0.6Wind Pressure -------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.71 -0.94 0.00 1.23 0.83 1.37 2 1.16 -1.43 -1.71 1.37 -3.38 8.20 3.88 6.92 3 1.62 1.35 -1.43 -1.71 6.92 4.04 -2.41 11.49 4.86 7.90 4 1.88 1.61 -1.14 7.90 4.52 -4.62 13.31 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(£-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -0.94 3.6 0.26 RSup 1.37 5.41 0.25 RSup 0.36 0.00 2 RLap -1.43 3.6 0.39 RLap 3.88 5.41 0.72 RLap 0.82 -0.66 3 RLap -1.43 5.1 0.28 RLap 4.86 6.27 0.77 RLap 0.82 -0.35 4 LLap 1.61 8.5 0.19 MidS -4.62 7.84 0.59 LLap 0.61 -0.81 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left_Lap------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.84 2.65 2.11 0.40 3 0.94 2.65 2.36 0.40 0.93 2.65 2.36 0.40 4 1.10 2.65 2.80 0.42 LOAD ID : 0.6Wind Suction A-75 3 10/12/2021 C-WAe.SL.out T GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.78 1.04 0.00 -1.35 0.83 -1.51 2 -1.28 1.58 1.88 -1.51 3.73 8.21 -4.26 -7.61 3 -1.79 -1.49 1.58 1.89 -7.61 -4.44 2.64 11.48 -5.41 -8.77 4 -2.09 -1.78 1.31 -8.77 -5.02 5.20 13.12 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.04 3.6 0.29 RSup -1.51 5.41 0.28 RSup 0.40 0.00 2 RLap 1.58 3.6 0.43 MidS 3.73 3.79 0.98 RLap 0.90 0.73 3 RLap 1.58 5.1 0.31 RLap -5.41 6.27 0.86 RLap 0.92 0.37 4 LLap -1.78 8.5 0.21 MidS 5.20 5.49 0.95 LLap 0.67 0.91 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left _ Lap ------- --- ---- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC 2 0.93 2.65 2.11 0.44 3 1.04 2.65 2.36 0.44 1.04 2.65 2.36 0.44 4 1.23 2.65 2.80 0.46 DEFLECTION: (Working Load) -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 0.00 0.00 2 -0.41 2.70 0.46 2.70 3 -0.15 3.14 0.17 3.14 4 -0.43 2.85 0.47 2.85 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Girt Design 3 (Locate 11.00) 10/11/21 8:llpm -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z105 11.0000 21.78 1.94 3.00 0 119.2 0.00 0.70 2 08Z089 11.0000 20.28 1.94 1.94 3.00 0 102.9 0.00 0.70 3 08Z060 11.0000 23.58 1.94 1.94 3.00 0 78.8 0.00 0.70 A-754 10/11/2021 E-WA65L.0ut V. > 4 08z060 11.0000 21.40 1.94 3.00 0 67.0 0.00 0.70 367.9 LOAD ID : 0.6Wind Pressure -------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 1.13 -1.94 -2.09 0.00 -7.37 9.78 2.51 6.42 2 0.98 0.83 -0.43 -0.58 6.42 4.67 0.20 12.71 1.42 2.41 3 0.81 0.66 -0.86 -1.01 2.41 0.99 -1.84 10.50 2.94 4.75 4 1.05 0.90 -0.60 4.75 2.87 -2.35 13.58 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.94 12.1 0.16 MidS -7.37 9.60 0.77 LLap 0.53 -1.12 2 LLap 0.83 8.5 0.10 LLap 4.67 5.49 0.85 LLap 0.60 0.27 3 RLap -0.86 2.6 0.33 RLap 2.94 4.78 0.62 RLap 0.70 -0.47 4 LLap 0.90 2.6 0.34 LLap 2.87 4.78 0.60 LLap 0.69 -0.56 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay -------Left-Lap ------- -------Right_La Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.89 2.65 3.31 0.34 2 0.76 2.65 2.80 0.29 0.37 2.65 2.80 0.14 3 0.25 2.65 1.89 0.13 0.61 2.65 1.89 0.32 4 0.61 2.65 1.89 0.32 LOAD ID : 0.6Wind Suction ---------------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.28 2.15 2.32 0.00 8.18 9.78 -2.79 -7.12 2 -1.08 -0.92 0.48 0.64 -7.12 -5.18 -0.22 12.74 -1.56 -2.64 3 -0.89 -0.73 0.95 1.11 -2.64 -1.07 2.02 10.47 -3.28 -5.27 4 -1.16 -1.00 0.69 -5.27 -3.18 2.65 13.39 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------------ Moment(f-k) ------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-75c IOALV2022 ewDes L. o ut --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- * 1 RLap 2.15 12.1 0.18 MidS 8.18 6.72 1.22* LLap 0.59 1.25 2 LLap -0.92 8.5 0.11 LLap -5.18 7.84 0.66 LLap 0.67 -0.30 3 RLap 0.95 2.6 0.36 RLap -3.28 4.78 0.69 RLap 0.78 0.51 4 LLap -1.00 2.6 0.38 MidS 2.65 3.34 0.79 LLap 0.77 0.63 *WRN(GEM-203) Moment > Limit LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left_Lap------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.99 2.65 3.31 0.37 2 0.84 2.65 2.80 0.32 0.41 2.65 2.80 0.15 3 0.28 2.65 1.89 0.15 0.68 2.65 1.89 0.36 4 0.68 2.65 1.89 0.36 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind_ Id Calc Allow Calc ---- ------ ----- ------ 1 -0.68 2.90 0.75 2 0.19 2.70 -0.21 3 -0.26 3.14 0.29 4 -0.28 2.85 0.31 ------------------------------ ------------------------------ K2180744X Wall 1 - G ------------------------------ ------------------------------ GIRT LAYOUT: auction Seis_Pressure Seis_Suction Allow Calc Allow Calc Allow ----- ----- ----- ----- ----- 2.90 2.70 3.14 2.85 ------------------------------------------------ ------------------------------------------------ Crt Design 4 (Locate 13.50) 10/11/21 8:llpm ------------------------------------------------ ------------------------------------------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 1 -------- 08Z060 ------- 13.5000 ------ 21.78 ---- ----- 1.94 ----- 2.25 ----- 0 ------ 68.1 ---- 0.00 ---- 0.70 2 08Z060 13.5000 20.28 1.94 1.94 2.25 0 69.4 0.00 0.70 3 08Z060 13.5000 23.58 1.94 1.94 2.25 0 78.8 0.00 0.70 4 08Z060 13.5000 21.40 1.94 2.25 0 67.0 0.00 0.70 283.3 LOAD ID : 0.6Wind Pressure -------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc --Lap --Sup A-75 6 - ----- ----- ----- ----- ----- ----- ----- ----- 10/11/2021 �WAesl_.out 1 0.49 -0.66 -0.77 0.00 -2.09 8.50 1.64 3.01 2 0.63 0.52 -0.43 -0.54 3.01 1.90 -0.42 10.90 1.18 2.12 3 0.62 0.51 -0.63 -0.74 2.12 1.02 -1.25 10.80 2.15 3.47 4 0.78 0.67 -0.46 3.47 2.07 -1.80 13.50 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.66 2.6 0.25 MidS -2.09 4.78 0.44 RLap 0.42 -0.60 2 LLap 0.52 2.6 0.20 LLap 1.90 4.78 0.40 LLap 0.45 0.02 3 RLap -0.63 2.6 0.24 RLap 2.15 4.78 0.45 RLap 0.51 -0.30 4 LLap 0.67 2.6 0.26 LLap 2.07 4.78 0.43 LLap 0.50 -0.44 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left _ Lap ------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.39 2.65 1.89 0.21 2 0.39 2.65 1.89 0.21 0.27 2.65 1.89 0.14 3 0.27 2.65 1.89 0.14 0.45 2.65 1.89 0.24 4 0.45 2.65 1.89 0.24 LOAD ID : 0.6Wind Suction GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.56 0.73 0.85 0.00 2.34 8.68 -1.82 -3.35 2 -0.70 -0.57 0.47 0.60 -3.35 -2.12 0.46 10.94 -1.29 -2.32 3 -0.69 -0.56 0.69 0.82 -2.32 -1.11 1.37 10.77 -2.39 -3.85 4 -0.87 -0.74 0.53 -3.85 -2.30 2.03 13.32 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.73 2.6 0.28 MidS 2.34 3.34 0.70 RLap 0.47 0.67 2 LLap -0.57 2.6 0.22 LLap -2.12 4.78 0.44 LLap 0.50 -0.03 3 RLap 0.69 2.6 0.27 RLap -2.39 4.78 0.50 RLap 0.57 0.32 4 LLap -0.74 2.6 0.29 MidS 2.03 3.34 0.61 LLap 0.56 0.50 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left -Lap ------- ------- Right_Lap------ �7 Id Calc Shear Bear UC Calc Shear Bear UC A-�75 10/11/2021 G-WDPSL.Dut • ) - ----- ----- ----- ---- ----- ----- ----- ---- 1 0.43 2.65 1.89 0.23 2 0.43 2.65 1.89 0.23 0.30 2.65 1.89 0.16 3 0.30 2.65 1.89 0.16 0.50 2.65 1.89 0.26 4 0.50 2.65 1.89 0.26 DEFLECTION: (Working Load) Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- 1 ------ -0.31 ----- 2.90 ------ 0.34 ----- 2.90 ----- ----- ----- ----- 2 0.01 2.70 -0.01 2.70 3 -0.15 3.14 0.17 3.14 4 -------------------------------------------------------------------------------- -0.23 2.85 0.25 2.85 -------------------------------------------------------------------------------- K2180744X -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wall 1 - Girt Design 5 (Locate 15.50) 10/11/21 8:llpm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- 1 -------- OBZ060 ------- 15.5000 ------ 21.78 ---- ----- 1.94 ----- 2.93 ----- 0 ------ ---- ---- 68.1 0.00 0.70 2 OBZ060 15.5000 20.28 1.94 1.94 3.57 0 69.4 0.00 0.70 3 08Z060 15.5000 23.58 1.94 1.94 3.58 0 78.8 0.00 0.70 4 08Z060 15.5000 21.40 1.94 2.92 0 67.0 0.00 0.70 283.3 LOAD ID : 0.6Wind Pressure --------------------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)--------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.63 -0.86 -1.01 0.00 -2.65 8.38 2.31 4.12 2 0.95 0.77 -0.73 -0.91 4.12 2.46 -0.79 10.36 2.13 3.72 3 1.03 0.86 -0.96 -1.13 3.72 1.89 -2.09 11.24 2.89 4.91 4 1.03 0.89 -0.57 4.91 3.05 -2.19 13.76 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------------ Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.86 2.6 0.33 MidS -2.65 4.78 0.55 RLap 0.59 -0.74 2 LLap 0.77 2.6 0.30 LLap 2.46 4.78 0.51 LLap 0.59 -0.02 3 RLap -0.96 2.6 0.37 RLap 2.89 4.78 0.60 RLap 0.71 -0.54 4 LLap 0.89 2.6 0.34 LLap 3.05 4.78 0.64 LLap 0.72 -0.49 A-758 10/11/2021 EWDPSC-.o(.tt 10 tJ LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left _ Lap ------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.53 2.65 1.89 0.28 2 0.53 2.65 1.89 0.28 0.48 2.65 1.89 0.25 3 0.48 2.65 1.89 0.25 0.63 2.65 1.89 0.34 4 0.63 2.65 1.89 0.34 LOAD ID : 0.6Wind Suction --------------------------------------- GIRT ACTIONS: --------- Shear(k)--------- -------------- Moment(f-k) --------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.73 0.96 1.12 0.00 2.97 8.56 -2.57 -4.59 2 -1.05 -0.85 0.80 1.00 -4.59 -2.74 0.86 10.38 -2.33 -4.08 3 -1.14 -0.94 1.06 1.25 -4.08 -2.07 2.30 11.22 -3.21 -5.45 4 -1.15 -0.99 0.66 -5.45 -3.39 2.47 13.56 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.96 2.6 0.37 MidS 2.97 3.34 0.89 RLap 0.65 0.83 2 LLap -0.85 2.6 0.33 LLap -2.74 4.78 0.57 LLap 0.66 0.02 3 RLap 1.06 2.6 0.41 MidS 2.30 3.34 0.69 RLap 0.79 0.59 4 LLap -0.99 2.6 0.38 MidS 2.47 3.34 0.74 LLap 0.80 0.55 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307) Bay ------- Left _ Lap ------- ------- Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC 1 0.59 2.65 1.89 0.31 2 0.59 2.65 1.89 0.31 0.53 2.65 1.89 0.28 3 0.53 2.65 1.89 0.28 0.70 2.65 1.89 0.37 4 0.70 2.65 1.89 0.37 DEFLECTION: (Working Load) -------------------------- Span Wind _Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- A-759 10A2i/2021 EWIAP,sL-.oRt e 41d 1 -0.38 2.90 0.42 2.90 2 -0.01 2.70 0.01 2.70 3 -0.28 3.14 0.31 3.14 4 -0.25 2.85 0.28 2.85 K2180744X Wall 1 - Door Jamb & Header Design 10/11/21 8:llpm LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- -------------- ------ ----- ------ 1 1 JambL J08C060 11.00 5.00 31.6 JambR J08C060 11.00 5.00 31.6 Header J08CO60 10.00 0.50 28.7 STRENGTH/DEFLECTION: Open Load ---- Shear(k)----- ----- Moment(ft,f-k)----- Mom+ Deflect(in) Id Member Id Calc Limit UC Loc Calc_ Limit UC Shear Calc Limit ---- ------ ---- ----- ------ ---- ----- ------ ------ ---- ----- ----- ----- 1 JambL WP -1.19 2.61 0.46 7.27 -3.39 4.38 0.78 0.00 -0.05 1.47 WS 1.32 2.61 0.51 7.27 3.74 4.38 0.86 0.00 0.05 1.47 JambR WP -0.80 2.61 0.31 5.85 -2.20 4.30 0.51 0.00 -0.03 1.47 WS 0.88 2.61 0.34 5.85 2.42 4.30 0.56 0.00 0.04 1.47 Header WP -0.06 2.61 0.02 5.00 -0.16 4.97 0.03 0.03 0.01 1.33 WS 0.07 2.61 0.03 5.00 0.18 3.25 0.05 0.03 0.01 1.33 WP - 0.6Wind Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: Available Open -----Minor---- ------ Cb----- ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------------- ------------- ------------- ------ 1 JambL 11.00 7.50 7.50 1.28 1.28 0.00 0.00 JambR 11.00 7.50 7.50 1.18 1.18 0.00 0.00 Header 10.00 0.00 10.00 1.14 1.14 0.00 0.65 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Diagonal Bracing Design 10/11/21 8:llpm PANEL SHEAR WITH NO BRACING: Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 77.70 79 39.3 90 3.6 90.0 DIAGONAL BRACE LAYOUT: Bay Brace_Locate Bay Design ------ Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ------------- ----- ----- 4 0.00 17.35 21.06 27.29 R 0.625 RD05- A-760 10/11/2021 5WAPSL.0ut s, DIAGONAL BRACE STRENGTH: Bay Brace_Locate ----- Wind(k) ------ ---- Seismic(k)---- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 4 0.00 17.35 79 3.96 7.34 90 0.36 7.34 0.54 COLUMN BASE REACTIONS: Bay Col ------ Wind _ Max ------ -----Seismic_Max---- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- -------------- ---- -------------- 4 4 33 -3.05 2.52 51 -0.11 0.09 4 5 34 2.48 2.05 52 0.11 0.09 DEFLECTION AT RAFTER: Wall Deflection(in) Height Wind Seismic ------ ------------ 17.4 0.04 0.01 Span/Deflect ----Wind--- --Seismic-- Calc Limit Calc Limit ----- ----- ----- ----- 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 33 - Dead+0.6Wind Leftl+0.6Wind_Suction 34 - Dead+0.6Wind Rightl+0.6Wind_Suction 51 - 0.6Dead+0.7Seismic 52 - 0.6Dead-0.7Seismic 79 - Dead+0.6Wind_Leftl 90 - Dead+0.7Seismic -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Wall Panel Design 10/11/21 8:11pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height ----------- ---- ----- -------------- ------ 4 KR6- KR2 26.00 80.0 0.44 19.35 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span 'Locate(ft) Support Midspan ---Deflect(in)-- Id Start End Load Calc Limit UC Calc Limit UC Calc Limit UC ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- ----- ----- ---- * 1 0.00 7.50 WP 169.9 138.3 1.23*-146.3 111.7 1.31* -0.51 1.50 0.34 * WS -226.7 111.7 2.03* 195.3 138.3 1.41* 0.68 1.50 0.45 * 2 7.50 11.00 WP 169.9 138.3 1.23* 29.3 138.3 0.21 0.04 0.70 0.06 * WS -226.7 111.7 2.03* -39.1 111.7 0.35 -0.05 0.70 0.08 3 11.00 13.50 WP -14.1 111.7 0.13 -26.3 111.7 0.24 -0.01 0.50 0.02 WS -20.8 111.7 0.19 35.1 138.3 0.25 0.01 0.50 0.03 4 13.50 15.50 WP 41.4 138.3 0.30 10.0 138.3 0.07 0.01 0.40 0.01 WS -55.2 111.7 0.49 -13.3 111.7 0.12 -0.01 0.40 0.02 5 15.50 19.35 WP 41.4 138.3 0.30 -39.8 111.7 0.36 -0.04 0.77 0.05 WS -55.2 111.7 0.49 53.1 138.3 0.38 0.05 0.77 0.06 A-761 WP - 0.6Wind_Pressure WS - 0.6Wind Suction *WRN(PEM-203) Moment > Limit K2180744X Wall 1 - Panel Zones 10/11/21 8:llpm PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- -------------------- KR6- 0.018 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ---- Wall(ft)--- Bay Load Min Span Id Description Offsetl Offset2 Id Locate Width Thick (ft) ------------------------------- --- ------ ----- ----- ----- 1 Interior 6.60 81.10 1 7.50 5.50 0.060 7.50 2 Lt Edge 0.00 6.60 1 7.50 5.50 0.060 7.50 3 Rt Edge 81.10 87.70 4 7.50 5.50 0.060 7.50 GIRT SCREW CHECK: Wind -------- Limit(k)-------- Zone Screw Suction Load Girt Panel Screw Max Id Space (psf) (k) Pullout Pullover Tension UC ---- ------------ --------------------------- ---- 1 1.00 34.44 0.19 0.26 0.24 0.75 0.77 2 1.00 42.36 0.23 0.26 0.24 0.75 0.95 3 1.00 42.36 0.23 0.26 0.24 0.75 0.95 BASE SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- H1040 0.22 0.45 2.80 BASE SCREW CHECK: Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k) (k) (k) UC ------ ----- ----- ----- ----- ---- 77.70 1.00 0.039 0.004 0.213 0.18 K2180744X Wall 1 - Weight Summary 10/11/21 8:llpm Columns = 961.29 A-762 10/22/2021 Ewr BW-0ut Rafters = 1230.17 Girts = 1236.21 Framed Openings = 91.90 Bracing = 46.15 clips = 56.10 Total Weight = 3621.82 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744X Wall 1 - Warning Summary 10/11/21 8:llpm ENDWALL GIRT Member WRN(GEM-203): Moment > Limit ENDWALL PANEL Member WRN(PEM-203): Moment > Limit A-763