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HomeMy WebLinkAboutHanger Calculations 2 201 /5/5 tzoo fAes.out Page 89 of 180 *-----------------------------=-----_________________________________------ ----- * 17172LT Roof Design Input 4/24/2017 11:21am '49172LTI *( 2)PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'Y' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength_Factor--- * ------Stress_Ratio------ ---Seismic-=- * Purlin Panel Wind-Frame Wind Frame Brace 1.0300 1.03 1.03 1.000 1.000 1.200 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: *------Purlin----- ----Extension--- ----Gable_Ext---- Facia ---Panel--- Facia Wind-Frame *Live Wind Total Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 150.0 180.0 0.0 150.0 150.0 180.0 75.0 75.0 90.0 90.0 60.0 60.0 180.0 60.0 50.0 *( 7)REPORTS: * Input Roof Eave Roof Cable Roof w cho Purlin Strut Panel Brace Open 'I' '2' 'Y' 'Y' '2' 'Y' *( 8)BUILDING LAYOUT: * Build L_Expand_EW R_Expand_EW ------Open_Wall------- Column * Type Use Offset Use Offset L_EW F_SW R_EW B_SW Option 'LT-' 'Y ' 12.000 'Y ' 14.000 'N' 'Y' 'N' 'N' - *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord * Surf (ft) (ft) 3 0.0000 11.5000 10.0000 14.0000 10.0000 0.0000 *(10)WALL BAY SPACING: * Wall No. ---Bay_Set--- * Id Sets Width Quan 1 1 10.0000 1 2 2 21.0000 1 20.0000 1 3 1 10.0000 1 4 2 20.0000 1 21.0000 1 5 2 21.0000 1 20.0000 1 * 11 WALL OPENINGS: * Wall No. Bay * Id Open Id Offset Width HeightL HeightR Type Option 1 0 2 0 0 4 0 *(12)PARTIAL WALLS: *Wall Set-Of --Bay_Id-- Base Top Full-Load ----Panel----- * Id Bays Id Use Start End Height Type Type Girt Col Part Opt 201j 1515 R.00 fAes.ovt Page 90 of 180 1 1 1 'P' 1 1 9.0000 '-' 'C' 'Y' 'Y' '--------' -' 2 0 3 1 2 'P' 1 1 9.0000 11 C' 'Y' IV --------1 11 • 4 1 3 'P' 1 2 9.0000 -' 'C' 'Y' IV--------' '-' *(13)JACK BEAM LAYOUT: * No. Beam --Bay_Id- Beam Beam *Beam Id Start End Offset Height 0 *(14)SURFACE EXTENSION/FRAME RECESS: * Surf ---Surf_Ext--- Frame—Recess * Id Left Right Left Right 2 0.0000 0.0000 1.0000 1.1667 *(15)ENDWALL COLUMN/RAFTER: *Wall L_Column R_Column * Id Type Rot Type Rot Rafter 1 1_1 IN' 1_1 IN' '--------' 3 1_1 IN' 1_1 IN' '--------' *(16)PURLINS: * Surf Purlin OS_Flg IS_F1g Set Set—Lap Max_Unbr * Id Type Brace Brace Depth Ext Int Length 2 'ZB' 'C' 'Y' 8.000 0.0000 0.0000 5.0000 *(17)PURLIN SPACING: * Surf Space Peak Max Set No. -Purlin_Set- * Id Opt Space Space Space Sets Space Quan 2 - 0.5000 5.0000 0.0000 2 3.3078 1 3.2500 2 *(18)PURLIN SIZE: *Surf Show No. * Id Id Purl Purlin_Part • 2 0 0 *(19)REPLACEMENT PURLINS: *No. Surf Bay ----Purlin--- *Purl Id Id Id Part 0 *(20)EAVE STRUT: *Wall Eave No. * Id Type Eave Eave Part 2 'EO' 0 4 'EO' 0 *(21)WALL GIRT: *Wall Girt Girt * Id Type Part Offset Proj 1 'ZB' 18X25C16 ' 0.000 0.000 2 'ZB' 0.000 0.000 3 'ZB' '8X25C16 ' 0.000 0.000 4 'ZB' '8X4C13 1 0.000 0.000 *(22)GUTTER/SOLDIER COLUMN: *Wall --Gutter-- Soldier—Opt * Id Use Width Rafter Brace 2 'Y' 0.000 16' '-' 4 'Y' 0.000 '6' 11- *(23)PANELS: * Wall ---Roof_Panel--- Stand ------Insulation----- Roof * Panel Part Start Seam Use Thick Part Liner '26PBR36 ' 126PBR36 ' 0.0000 'N' 'N' 0.000 '--------' '--------' *(24)ROOF BRACING OPTIONS: • * -----L_EW_Brace_To_Frame----- -----R_EW_Brace_To_Frame----- *Panel Diagonal Left—Bay Right—Bay Left_Bay Right_Bay *Shear Bracing Opt Part Opt Part Opt Part Opt Part IN' ly 1 1_1 '--------1 11 1 11 1 20:L/5/5 R.00 fpes.out Page 91 of 180 * )ROOF DIAGONAL BRACING: ax_Pan Brace Each User—Selected—Roof—Bays Shear Type EW No. Bay_Id 100.0 'C' 'L' 1 1 0 *(26)ROOF BRACING ATTACHMENT: *Wall No. * Id Attach Attach—Location 1 2 0.0000 10.0000 3 2 0.0000 10.0000 *(27)WALL/INTERIOR BRACING OPTIONS: * -----------Order_Of_Selection----------- * Wall Panel Diagonal Wind Wind Weak—Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' IN ' 'N' 'N' 'N' I__. 0.0000 4 'N' IN ' Y' 'N' 'N' 1--. 0.0000 5 'N' IN ' 'N' 'N' 'N' '--' 0.0000 *(28)SIDEWALL DIAGONAL BRACING: * Wall Max—Pan Brace User—Selected—SW—Bays * Id Shear Type No. Bay_Id 2 100.0 'C' 0 4 100.0 'C' 0 *(29)WIND BENTS: *Wall Member -----Column----- -----Rafter----- No. * Id Type Depth Size Depth Size Bays Bay_Id 2 'W' 0.00 '--------' 0.00 ' 0 4 'R' 0.00 '--------' 0.00 '--------' 1 2 5 'W' 0.00 '--------' 0.00 '--------' 0 )WIND COLUMNS: 1 Member - --Column----- No. Left/ * Id Type Depth Size Col Bay_Id Right 2 'R' 0.00 '--------' 0 4 'R' 0.00 '--------' 0 5 -R' 0.00 '--------' 0 *(31)WALL BRACING ATTACHMENT: *Wall No. Attach --Bay_Id-- No. ----Level---- * Id Attach Id Start End Connect Option Level Height Strut 2 1 1 1 2 'F' 0 1 14.0000 'E' 4 1 2 1 2 'F' 0 1 11.5000 'E' *(32)INTERIOR DIAGONAL BRACING: *No Attach Brace User_Selected_Int_Bays *Brace Offset Type No. Bay_Id 0 *(33)INTERIOR BRACING ATTACHMENT: * No. Attach --Bay_Id-- No. * Attach Offset Start End Level Level—Height 0 *(34)EAVE EXTENSION SIZE: *Wall No. Ext --Bay_Id-- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 2 0 4 0 *(35)EAVE EXTENSION PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set—Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space OCANOPY SIZE: *Wall No. Ext --Bay_Id-- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 f RDo201 /5/S Des.out �- Page 92 of 180 3 0 4 0 *(37)CANOPY PURLINS: • *Ext Purlin OS_Flg IS_Flg Set Set-Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(38)CANOPY PANELS, GUTTER & DOWNSPOUT: *Ext Standing ---Gutter--- *Id Part Seam Use Width *(39)FACIA/PARAPET LAYOUT: *Wall No. Ext --Bay_Id-- Edge_Extend Eave ---Gutter--- -End_Option- *Id Extend Id Type Start End Left Right Mount Type Use Width Left Right 1 0 2 0 3 0 4 0 *(40)FACIA/PARAPET SIZE: *Ext ----Horizontal-Size---- -----Vertical-Size------ ---Slope--- Facia *Id Height Width Slope Elev Height Slope Beam Panel Project *(41)FACIA/PARAPET PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set-Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(42)FACIA/PARAPET PANELS: *Ext ---Roof-Panel-- ----Soffit_Panel--- -Front_Panel-- ----Back-Panel----- *Id Size SSeam Size Rot Space Size SSeam Size Rot Space *(43)EXTENSION BRACING: *Ext Run Max_Pan Brace User_Selected_Bays *Id Brace Shear Type No. Bay-Id *(44)WALL BASE ELEVATION/DEAD: • *Wall Base Wall Seis --%_Open-- * Id E1ev Dead Opt Seis Wind 1 -5.00 1.50 'N' 0.00 0.00 2 -5.00 1.50 'N' 0.00 0.00 3 -5.00 1.50 'N' 0.00 0.00 4 -5.00 1.50 'N' 0.00 0.00 5 0.00 7.00 'Y' 0.00 0.00 *(45)BASIC LOADS: * ---Deflection--- Wind Wall Seismic * Dead Collat Live Snow Rain Basic Load-Ratio Load --Friction-- Edge Ld_Rat * Load Load Load Load Load Wind Snow Wind Seis Factor Wind Coef Zone Factor 2.0 3.0 20.0 0.0 0.0 50.4 1.00 0.28 1.00 0.60 50.4 0.0000 3.000 1.0000 *(46)WIND PRESSURE/SUCTION: * Wind Wind Wind * Press Suct Suct-Roof 24.2 -64.5 Purlins 0.0 -110.8 Purlins, Gable Extension 29.2 -74.5 Interior Roof Panels 20.1 -14.6 -34.7 Long Bracing, Building 30.7 -21.7 Long Bracing, Wall Edge Zone 75.5 -50.4 40.3 Long Bracing, Facia/Parapet *(47)EDGE AND CORNER ZONES FOR PURLINS AND PANELS: *Wind Surf No Zone ---Purlin--- ---Panel---- Screw * Id Id Zone Id Width Length Press Suct Press Suct Suct 1 2 3 1 0.00 0.00 1.00 1.08 1.00 1.20 1.20 .. Interior 3 0.00 12.00 1.00 1.70 1.00 2.08 2.08 .. Edge_Left 5 0.00 12.00 1.00 1.70 1.00 2.08 2.08 .. Edge-Right 2 2 1 1 0.00 0.00 1.00 1.64 1.00 1.20 1.20 .. Interior • *(48)EDGE AND CORNER ZONES - LONGITUDINAL: * EW *Wind Surf No Zone Purlin * Id Id Zone Id Width Length Suct 2o1 /s/s R0ofAeS.0Vt Page 93 of 180 1 2 1 1 0.00 0.00 1.08 Interior 2 1 1 0.00 0.00 1.00 Interior 4O)EXTENSION BASIC LOADS: * -------Purlin Wind------- --------Panel-Wind-------- *Ext Dead Collat Live Snow Rain Attach Beam Facia Beam Attach-Beam Facia-Beam *Id Load Load Load Load Load Press Suct Press Suct Press Suct Press Suct *(50)PURLIN DESIGN LOADS: * Surf No. Load -Add-Snow- ---Windl--- ---Wind2--- Aux-Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press . Suct Press Suct Id Coef 2 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(51)PURLIN DESIGN LOADS: Deflection * Surf No. Load -Add-Snow- ---Windl--- ---Wind2--- Aux-Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 2 0 *(52)BRACING DESIGN LOADS: Frame * No. Load -Add Snow- Lon g_Win Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain EWl EW2 Seis Id Coef 14 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 2 1.00 1.00 0.00. 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.60 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.60 0.00 0.00 0 0.00 6 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 9 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 1.01 1.01 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.01 1.01 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 13 1.01 1.01 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.52 0 0.00 14 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(53)BRACING DESIGN LOADS: Brace * No. Load -Add-Snow- Long Wind Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 14 15 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 17 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 19 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.60 0.00 0.00 0 0.00 20 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 21 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 23 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 24 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 25 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 26 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 27 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 28 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(54)EXTENSION DESIGN LOADS: * No. Load Wind Wind * Load Id Dead Collat Live Snow Rain Press Suct 0 •)EXTENSION DESIGN LOADS: Deflection * No. Load Wind Wind * Load Id Dead Collat Live Snow Rain Press Suct 0 20:L7/5/5 Roo fA2s.out Page 94 of 180 *(56)PANEL DESIGN LOADS: * No. Load -Add-Snow- ---Windl--- ---Windt--- Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 7 1 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(57)PANEL DESIGN LOADS: Deflection * No. Load -Add Snow- ---Windl--- ---Windt--- Aux-Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 6 8 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(58)AUXILIARY LOADS: * No. Aux Aux No.-Add Add-Load * Aux Id Name Combs Id Coef 0 *(59)ADDITIONAL-LOADS: *No. Add Surf Basic Load Load F D ---Surface--- *Add Id Id Load Type Orn W1 W2 D1 D2 Start End 0 *(60)PURLIN LAPS: *Surf Data ------Set-1------- ------Set-2------- ------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 11 0 • *(61)PURLIN LAPS: Extensions *Ext Data ------Set 1------- ------Set-2------- ------Set-3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(62)PURLIN STRAPS: * No. * Opt Bay Straps/Bay '0' 0 *(63)PURLIN STRAPS: Extensions *Ext No. * Id Bay Straps/Bay *(64)PANEL SCREWS: * No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 3 'INT ' 112X125 10.212 0.500 12.000 2.778 'EDGE' 112X125 0.212 0.500 12.000 2.778 'CORN' 112X125 ' 0.212 0.500 12.000 2.778 *(65)EXPANSION JOINTS: * No. *Exp Expansion-Location 0 *(66)ADDED PURLINS: *No. Add Surf --Bay_Id-- -Surface_Offset- *Add Id Id Start End Start End 0 *(67)PURLIN SYSTEMS: *Surf No. System Added_Purlins * Id System Id No. Id 2 1 1 0 *(68)ROOF OPENING LAYOUT: 2017/5/5 R.00 fAes.OLtt Page 95 of 180 * Open -Location- Frame --Surface-- ----Bay---- *Id Use Id Opt Type Id Offset Id Offset Width Length Ref *(69)ROOF OPENING FRAMING: *Open Jamb Head ----Support---- Panel * Id Type Type Type Opt Depth Opt Load *(70)LOAD COEFFICIENT ADJUSTMENTS: * * Surf Zone Basic ----Step_1--- ----Step_2--- *No. Id Id Load Area Coef Area Coef 0 *(71)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * * Code files used: * FL_FBC.14N * ROOFIBC.I2N Version 4.0 49172LT Design Code 4/24/2017 11:21am -------------------------------------------------------------------------------- STRUCTURAL CODE: sign Basis WS - Working Stress of Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) ------------ 49172LT Purlin Layout(Surface= 2) 4/24/2017 11:21am SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 2 10.308 3 0.500 PURLIN LOCATION: Purlin Surf Load Dead Show ------Max—Load------ Id Offset Space Width Load Report Id UC Report Notes 1 3.308 3.308 3.279 1.16 Y 9 0.97 Mom,Shr 2 6.558 3.250 3.250 1.18 9 0.96 Mom,Shr 3 9.808 3.250 1.875 2.04 9 0.55 Mom,Shr 10.308 0.500 Average= 1.36 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Brace Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ 2017/5/5 R.00 fpes.out Page 96 of 180 LExt 8Z14 1.00 0 3.5 10.6 1 8Z14 20.00 3.33 2 82.6 247.8 2 8Z15 18.83 3.33 2 66.9 200.8 RExt 8Z15 1.17 0 3.5 10.6 Total(lb)= 156.6 469.8 LOAD COMBINATIONS: 9 - 0.6Dead+0.6Wind Suctionl 49172LT Purlin(Surface= 2, Id= 1) 4/24/2017 11:21am -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 1 Offset = 3.31 ------------------------------ LAYOUT: (Purlin Id= 1) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Brace Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 8Z14 1.00 3.28 0 0.00 0.65 1 8Z14 20.00 3.33 3.28 2 0.00 0.70 2 8Z15 18.83 3.33 3.28 2 0.00 0.70 RExt 8Z15 1.17 3.28 0 0.00 0.65 LOAD ID 1 : Dead+Collateral+Live • ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.01 0.50 0.04 1 0.56 -0.73 -0.99 0.04 -2.00 7.25 1.44 4.31 2 0.96 0.70 -0.50 4.31 1.55 -1.59 12.33 0.05 RExt 0.09 0.00 0.05 0.01 0.58 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 ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 5.02 0.02 RSup 0.04 5.86 0.01 LSup 0.00 0.07 1 RLap -0.73 5.02 0.15 MidS -2.00 5.11 0.39 RSup 0.36 -0.34 2 LLap 0.70 3.26 0.21 MidS -1.59 4.09 0.39 LSup 0.38 -0.24 RExt LSup 0.09 3.26 0.03 LSup 0.05 4.54 0.01 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 -0.02 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: • Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- RDO fDes.out Page 97 of 180 1 0.35 2.21 2.12 0.16 2 0.30 2.21 1.83 0.16 D ID 2 : Dead+Collateral+Snow ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.50 0.01 1 0.12 -0.15 -0.20 0.01 -0.41 7.25 0.30 0.88 2 0.20 0.14 -0.10 0.88 0.32 -0.33 12.33 0.01 RExt 0.02 0.00 0.01 0.00 0.58 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 LExt RSup -0.02 5.02 0.00 RSup 0.01 5.86 0.00 LSup 0.00 0.01 1 RLap -0.15 5.02 0.03 MidS -0.41 5.11 0.08 RSup 0.07 -0:07 2 LLap 0.14 3.26 0.04 MidS -0.33 4.09 0.08 LSup 0.08 -0.05 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.01 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap, RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 0.00 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 .1.00 1.00 1.00 1.00 1.00 oBOLT SHEAR/BEARING: t = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.21 2.12 0.03 2 0.06 2.21 1.83 0.03 LOAD ID 3 : Dead+Collateral+Snow+Snow Drift ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.50 0.01 1 0.12 -0.15 -0.20 0.01 -0.41 7.25 0.30 0.88 2 0.20 0.14 -0.10 0.88 0.32 -0.33 12.33 0.01 RExt 0.02 0.00 0.01 0.00 0.58 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 LExt RSup -0.02 5.02 0.00 RSup 0.01 5.86 0.00 LSup 0.00 0.01 1 RLap -0.15 5.02 0.03 MidS -0.41 5.11 0.08 RSup 0.07 -0.07 2 LLap 0.14 3.26 0.04 MidS -0.33 4.09 0.08 LSup 0.08 -0.05 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.01 UNBRACED LENGTH: Oy Major -------Minor(ft)-------- -----------Cb----------- Moml/Mom2------- d (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 0.00 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 2o2j�5�5 tz.00 fDes.out Page 98 of 180 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: • Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.21 2.12 0.03 2 0.06 2.21 1.83 0.03 LOAD ID 4 : Dead+Collateral+Snow+Slide Snow ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.50 0.01 1 0.12 -0.15 -0.20 0.01 -0.41 7.25 0.30 0.88 2 0.20 0.14 -0.10 0.88 0.32 -0.33 12.33 0.01 RExt 0.02 0.00 0.01 0.00 0.58 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 LExt RSup -0.02 5.02 0.00 RSup 0.01 5.86 0.00 LSup 0.00 0.01 1 RLap -0.15 5.02 0.03 MidS -0.41 5.11 0.08 RSup 0.07 -0.07 2 LLap 0.14 3.26 0.04 MidS -0.33 4.09 0.08 LSup 0.08 -0.05 RExt LSup 0.02 3.26 0.01 LSup 0.01 4.54 0.00 LSup 0.00 0.01 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- • Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 0.00 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.07 2.21 2.12 0.03 2 0.06 2.21 1.83 0.03 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.10 0.00 0.01 0.50 0.05 1 0.71 -0.92 -1.25 0.05 -2.52 7.25 1.82 5.44 2 1.21 0.88 -0.64 5.44 1.96 -2.00 12.33 0.07 RExt 0.11 0.00 0.07 0.02 0.58 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 • LExt RSup -0.10 5.02 0.02 RSup 0.05 5.86 0.01 LSup 0.00 0.09 1 RLap -0.92 5.02 0.18 MidS -2.52 5.11 0.49 RSup 0.45 -0.43 2 LLap 0.88 3.26 0.27 MidS -2.00 4.09 0.49 LSup 0.49 -0.31 RExt LSup 0.11 3.26 0.04 LSup 0.07 4.54 0.01 LSup 0.04 0.08 202�/6/5 RDD fDPS.Dut Page 99 of 180 CED LENGTH: y Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 -0.02 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.44 2.21 2.12 0.21 2 0.38 2.21 1.83 0.21 LOAD ID. 6 : Dead+Collateral+0.75Snow+0.45Wind Pressurel ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.50 0.03 1 0.37 -0.49 -0.66 0.03 -1.33 7.25 0.96 2.87 2 0.64 0.46 -0.34 2.87 1.03 -1.06 12.33 0.04 RExt 0.06 0.00 0.04 0.01 0.58 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) d Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit - ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 5.02 0.01 RSup 0.03 5.86 0.00 LSup 0.00 0.05 1 RLap -0.49 5.02 0.10 MidS -1.33 5.11 0.26 RSup 0.24 -0.23 2 LLap 0.46 3.26 0.14 MidS -1.06 4.09 0.26 LSup 0.26 -0.16 RExt LSup 0.06 3.26 0.02 LSup 0.04 4.54 0.01 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 -0.02 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.23 2.21 2.12 0.11 2 0.20 2.21 1.83 0.11 LOAD ID 7 : Dead+Collateral+0.75Snow+0.45Wind Pressurel+0.75Snow Drift ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup axt ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 0.00 -0.05 0.00 0.01 0.50 0.03 1 0.37 -0.49 -0.66 0.03 -1.33 7.25 0.96 2.87 2 0.64 0.46 -0.34 2.87 1.03 -1.06 12.33 0.04 RExt 0.06 0.00 0.04 0.01 0.58 0.00 201j/5/5 Roo FAPS.oi ct Page 100 of 180 STRENGTH/DEFLECTION: -Bay =__--_-Shear(imit ___ ====-MOment(fimit =__ LMom+Shr= Deflect(in) • Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.05 5.02 0.01 RSup 0.03 5.86 0.00 LSup 0.00 0.05 1 RLap -0.49 5.02 0.10 MidS -1.33 5.11 0.26 RSup 0.24 -0.23 P 2 LLap 0.46 3.26 0.14 MidS -1.06 4.09 0.26 LSup 0.26 -0.16 RExt LSup 0.06 3.26 0.02 LSup 0.04 4.54 0.01 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 -0.02 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.38 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.23 2.21 2.12 0.11 2 0.20 2.21 1.83 0.11 LOAD ID 8 : Dead+Collateral+0.75Snow+0.45Wind_Pressurel+0.75Slide_Snow ANALYSIS: --------Shear(k )-------- -------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- -- ----- ---- ----- ----- ----- ----- • LExt 0.00 -0.05 0.00 0.01 0.50 0.03 1 0.37 -0.49 -0.66 0.03 -1.33 7.25 0.96 2.87 2 0.64 0.46 -0.34 2.87 1.03 -1.06 12.33 0.04 RExt 0.06 0.00 0.04 0.01 0.58 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 ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 5.02 0.01 RSup 0.03 5.86 0.00 LSup 0.00 0.05 1 RLap -0.49 5.02 0.10 MidS -1.33 5.11 0.26 RSup 0.24 -0.23 2 LLap 0.46 3.26 0.14 MidS -1.06 4.09 0.26 LSup 0.26 -0.16 RExt LSup 0.06 3.26 0.02 LSup 0.04 4.54 0.01 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 20.0 6.0 0.0 0.0 2.2 3.3 1.40 1.00 1.00 1.73 1.39 -0.02 1.00 1.00 0.00 0.33 2 18.8 3.3 2.6 0.0 0.0 5.5 1.36 1.75 1.00 1.00 1.40 0.36 0.00 1.00 1.00-0.03 RExt 1.2 1.2 1.2 1.2 1.2 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: o Bolt = 0.500 (A307 ) Bay -----Left_LAp(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.23 2.21 2.12 0.11 2 0.20 2.21 1.83 0.11 LOAD ID 9 : 0.6Dead+0.6Wind_Suctionl • ---------------------------------------------------------------------- ANALYSIS: --------Shear(k )-------- --------------Moment(f-k )- - f 2o2 /s/s 1--D0 fpes.out Page 101 of 180 Bay Left Left Right Right Left Left MidSpan Right Right d Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- xt 0.00 0.21 0.00 -0.03 0.50 -0.11 1 -1.48 1.61 2.05 -0.11 5.04 6.97 -3.67 -9.77 2 -2.01 -1.57 1.35 -9.77 -3.81 4.16 12.46 -0.14 RExt -0.25 0.00 -0.14 -0.04 0.58 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 ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.21 5.02 0.04 RSup -0.11 5.11 0.02 RSup 0.05 -0.17 1 RLap 1.61 5.02 0.32 MidS 5.04 5.27 0.96 RSup 0.81 0.81 2 LLap -1.57 3.26 0.48 MidS 4.16 4•.29 0.97 LSup 0.87 0.62 RExt LSup -0.25 3.26 0.08 LSup -0.14 4.09 0.04 LSup 0.08 -0.18 UNBRACED LENGTH: Bay Major -------Minor(ft)-------- -----------Cb----------- --------Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 0.0 0.0 0.0 0.0 2.30 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 20.0 0.0 6.0 7.0 0.0 0.0 1.00 1.38 1.15 1.00 1.00 1.00-0.02 0.27 1.00 1.00 2 18.8 0.0 0.0 6.7 5.5 0.0 1.00 1.00 1.17 1.39 1.00 1.00 1.00 0.17-0.04 1.00 RExt 1.2 0.0 0.0 0.0 0.0 1.2 1.00 1.00 1.00 1.00 2.30 1.00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.79 2.21 2.12 0.37 2 0.68 2.21 1.83 0.37 OECTION: ------------------------------ LOAD ID 1 : Live -- ------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- - ------ LExt 0.06 1 -0.27 1.60 0.17 10.00 2 -0.19 1.51 0.13 9.42 RExt 0.05 LOAD ID 2 : Snow ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate LExt 0.00 1 0.00 1.60 0.00 10.00 2 0.00 1.51 0.00 9.42 RExt 0.00 LOAD ID 3 : Snow+Snow Drift ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.00 1 0.00 . 1.60 0.00 10.00 2 0.00 1.51 0.00 9.42 �t 0.00 LOAD ID 4 : Snow+Slide Snow ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate 2017/5/5 R.OD fDC_&-Dut Page 102 of 180 ---- ------ ----- ----- ------ LExt 0.00 1 0.00 1.60 0.00 10.00 2 0.00 1.51 0.00 9.42 RExt 0.00 LOAD ID 5 : 0.75Live+0.13Wind Pressurel ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate LExt 0.05 1 -0.25 1.33 0.19 10.00 2 -0.18 1.26 0.14 9.42 RExt 0.05 LOAD ID 6 : 0.75Snow+0.13Wind Pressurel ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate LExt 0.01 1 -0.04 1.33 0.03 10.00 2 -0.03 1.26 0.02 9.42 RExt 0.01 LOAD ID 7 : 0.75Snow+0.13Wind Pressurel+0.75Snow Drift ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate LExt 0.01 1 -0.04 1.33 0.03 10.00 2 -0.03 1.26 0.02 9.42 RExt 0.01 • LOAD ID 8 : 0.75Snow+0.13Wind Pressurel+0.75S1ide Snow ---------------------------------------------------------------------- Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt 0.01 1 -0.04 1.33 0.03 10.00 2 -0.03 1.26 0.02 9.42 RExt 0.01 LOAD ID 9 : 0.17Wind Suctionl --------------------- ------------------------------------------------ Bay Deflect(in) Id Calc Limit Ratio Locate ---- ------ ----- ----- ------ LExt -0.04 1 0.18 1.33 0.13 10.00 2 0.13 1.26 0.10 9.42 RExt -0.04 49172LT In-Plane Roof Force 4/24/2017 11:21am Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange P1 (k )= Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Load Line --Roof_Load— Id Id Id Win Wout P1 ---- ---- ------ ------ ------ • 2 1 1 2.72 0.68 -0.11 2 1 2 4.74 1.18 -0.12 2 1 3 2.58 0.65 -0.10 STANDARD CONNECTION: 2017/5/5 zoo fpes.Dut Page 103 of 180 Surf Line Roll Force/Connection Stiff Deflection 02 d Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- RF 3 Weld clip @001 0.188 -0.12 0.24 0.52 0.71 0.15 0.20 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -Deflection- Id Id Calc Limit Calc Limit 2 RF 31.3 100.0 0.00 0.67 ------------- 49172LT Roof Panel Design 4/24/2017 11:21am PANEL LAYOUT: Surf Surface No. Max Rotation Id Part Type Gage Yield Length Purlin Space Stiffness ---- -------- ---- ----- ----- ------- ------ ----- --------- 2 26PBR36 PBR 26.00 80.0 10.31 3 3.308 0.00 PANEL STRENGTH: --------Support------- Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio 2 Left 1 3.3 23.6 135.0 0.17 1.3 -17.8 107.0 0.17 2 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 3 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 4 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 5 3.3 33.2 135.0 0.25 1.3 -25.1 107.0 0.23 • 6 3.3 17.1 135.0 0.13 1.3 -12.9 107.0 0.12 7 3.3 -104 107.0 0.97 1.3 78.8 135.0 0.58 2 Center 1 3.3 23.6 135.0 0.17 1.3 -17.8 107.0 0.17 2 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 3 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 4 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 5 3.3 33.2 135.0 0.25 1.3 -25.1 107.0 0.23 6 3.3 17.1 135.0 0.13 1.3 -12.9 107.0 0.12 7 3.3 -59.6 107.0 0.56 1.3 45.1 135.0 0.33 2 Right 1 3.3 23.6 135.0 0.17 1.3 -17.8 107.0 0.17 2 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 3 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 4 3.3 2.2 135.0 0.02 1.3 -1.7 107.0 0.02 5 3.3 33.2 135.0 0.25 1.3 -25.1 107.0 0.23 6 3.3 17.1 135.0 0.13 1.3 -12.9 107.0 0.12 7 3.3 -104 107.0 0.97 1.3 78.8 135.0 0.58 PANEL DEFLECTION: Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- ------ ---- ------ ----- ----- ----- 2 Left 8 1.7 -0.02 0.66 0.04 9 10.1 0.00 0.10 0.00 10 10.1 0.00 0.10 0.00 11 10.1 0.00 0.10 0.00 12 1.7 -0.02 0.66 0.03 13 1.7 0.07 0.66 0.11 2 Center 8 1.7 -0.02 0.66 0.04 9 10.1 0.00 0.10 0.00 10 10.1 0.00 0.10 0.00 11 1 1. 0.0 0. 0.0 12 1.77 -0.022 0.6666 0.03 18 13 1.7 0.06 0.66 0.09 2 Right 8 1.7 -0.02 0.66 0.04 9 10.1 0.00 0.10 0.00 10 10.1 0.00 0.10 0.00 11 10.1 0.00 0.10 0.00 2017/s/.5 R.00 fDes.out Page 104 of 180 12 1.7 -0.02 0.66 0.03 13 1.7 0.07 0.66 0.11 • LOAD COMBINATION: Load Id Description 1 Dead+Live 2 Dead+Snow 3 Dead+Snow+Snow_Drift 4 Dead+Snow+Slide_Snow 5 Dead+0.75Live+0.45Wind_Pressurel 6 Dead+0.75Snow+0.45Wind_Pressurel 7 0.6Dead+0.6Wind_Suctionl 8 Live 9 Snow 10 Snow+Snow_Drift 11 Snow+Slide_Snow 12 0.6Wind_Pressurel 13 0.6Wind 'Suctionl 49172LT Roof Diagonal Bracing 4/24/2017 11:21am PANEL SHEAR: Limit = 0.0 Calc Wind = 0.0 Seismic = 0.0 DIAGONAL BRACING: Brace_Tension(k ) Bay Brace-Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R ----- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- • 1 0.00 10.00 C 0.250 4_CBL 0.00 3.33 0.00 3.33 0.00 49172LT Sidewall Diagonal Bracing 4/24/2017 11:21am -------------------------------------------------------------------------------- PANEL SHEAR: Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 41.0 0.0 0.0 100.0 4 0.0 1000.0 1000.0 100.0 LOAD COMBINATIONS: 15(Wind ) - Dead+Collateral+Snow+0.6Wind_Longl 23(Seismic) - 1.OlDead+l.OlCollateral+0.7Seismic_Long 49172LT Wind Bents 4/24/2017 11:21am DESIGN CONSTANTS: Bolt Shear Stress A325 = 27.00 (ksi ) Bolt Tension Stress A325 = 45.00 (ksi ) DESIGN FOR WIND BENT #: 1 ------------------------- LOCATION: Wall Bay Base Top --Design-Load- Deflect-Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic ---- ---- ----- ------ ----- ----- ----- ------- ----- ------- 201 /5/5 Roo fDes.out Page 105 of 180 4 2 20.00 10.47 -0.42 1.03 0.82 0.02 60.0 50.0 OER SELECTED: -Web-Depth- Web --Flange--- Member Type Part Start End Thick Width Thick Length Weight Yield Column R W8X10 7.5 7.5 0.17 3.9 0.20 10.9 223.4 50.0 Rafter R W8X18 7.5 7.5 0.23 5.3 0.33 18.7 350.3 50.0 STRENGTH: --Axia1(k )-- Moment(f-k ) Axl+Mom Member Load Calc Limit Calc Limit UC Column Wind 0.43 20.97 4.19 16.42 0.27 Seis 0.01 20.97 0.11 16.42 0.01 Rafter Wind 0.41 23.79 4.04 37.69 0.12 Seis 0.01 23.79 0.10 37.69 0.00 DEFLECTION & REACTIONS: Deflection(in) Reactions(k ) Member Load Calc Limit Horz Vert ------ ---- ----- ----- ----- ----- Column Wind 0.21 2.11 0.41 0.43 Seis 0.01 2.53 0.01 0.01 UNBRACED LENGTH: ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb ------ ---- ------ ------ ----- ---- ---- Column 1.50 16.33 10.21 10.21 145 1.67 Rafter 1.00 18.68 18.68 18.68 182 2.27 CONNECTIONS: -Plate-Size- ------------Bolts----------- ----Moment----- late Type Thick Width Type Row Dia Gage 'Space Wind Seismic Splice EE 0.500 6.00 A325 4 0.625 2.50 4.00 4.04 0.31(b) (b) Design results adjusted by 1.200 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors------ Shear Thick Limit Thick Limit H Av Kv Cv Note ----- ----- ----- ----- ----- ----- ----- ----- ----- ---------- 6.2 0.170 22.8 0.170 22.8 7.48 7.48 10.00 1.00 AISC G3-1 STIFFENERS: Stiff Design -Plate-Size- --Wind(k )-- --Seis(k )-- Max Location Length Width Thick Calc Limit Calc Limit UC ---------- ------ ----- ----- ----- ----- ----- ----- ---- Bearing 7.48 3.00 0.19 7.37 33.51 0.19 33.51 0.22 LOAD COMBINATIONS: 1(Wind ) - Dead+Collateral+Snow+0.6Wind_Longl 9(Seismic) - 1.OlDead+l.OlCollateral+0.7Seismic_Long Page 106 of 180 0 DOWNSPOUT LOCATIONS TRIM TA BLE R E 1 4 OID ARK LENGTH DETAIL 60'-0'OUT-TO-OUT OF S7EEL 1 tF01 26-fi w 2 3 2 CT01 16'-0' zD'-a' zo'-o' zD'-o' 4 EG03 20'-6' TRIM-2 p '-2 5 CG03 L 6' rn 6 CGO3 R 6" o 7 DJOI 8'-5' TRIM-14 1° 1 a E _3 8 DH01 W-11" TRIM 33 c0.7 I I I SPECIAL BOLTS I I o ID UAN TYPE DIA LENGTH WASH I I I 2 3 A307 1 2 1 1 4 0 rn c3 j I 3 4 A307 1 2" 1 1 4' 0 o Z I le I I I MEMBER TABLE - -17 I I D_ G-22 I FRAME LINE A I I I ARK PART LENGTH I I I l i DJ-1 8X25C16 1z-0 CORPORATE OFRCE I I "r DH-1 8X25C 16 6'-5' 1912 HOUS-BU SCHONC E-1 BES16 19'-11 1/2' ,TX 770 3 9 E-2 BES16 19'-11 1/2' 281442-8247 G-18 G-18 G-19 DR-1 G-21 G. ' E-3 8ES16 19-1 PORTLAND FACILITY Z P G-16 8Z76 2'-8 1// 214 FOUNTAINMEAD ROAD / PORTLAND,TN 37148 G-18 8Z16 11,-8 3 4' 615-326-7351 I I I G-19 8Z76 4'-7 3f4' 0-20 8Z12 22'-9" m (--0 r a- ' `y I G-21 8ZI6 11'-2 3/4 c-18 c-ts D-21 -0 e�� G-22 1�9 0-22 8Z15 21'-31/2' j I CB-3 8 CBL 24'-3 1 2° I CONNECTION PLATES \�� I ❑ID2AIME MARK PART --___-_ [5 I Saf I 1 CL23 c EC-4 RF2-3 RFI-4 d RF1 4 �u 3'-0' 6'-5' 10'-7' Y-6' �. 6'-5' IV-1' DIRT LAPS -4 I/Y SIDEWALL ELEVATION: FRAME LINE A Q Q Q 7 0 0 0 0 O O O ------------------------------------------------------------------------------------------------------- w I I az I I I I I I I I 8 te I I o 0 o I I I I I I I I I I I I i I I JOB p:49172 -- ----- ----- ------ ----- ----- - -- LALDRAWN BY: DATE: Panel$laR Panel Start CHKD BY: DATE: SCALE: N.T.S. SIDEWALL SHEETING & TRIM: FRAME LINE A SIDEWALL ELEVATION PANELS 26 Ga.PBA-COLOR UNICOTE 2D00 Dwc p 3/2/2017 sWDes-F.Ovt Page 107 of 180 W2 Sidewall Design Input 3/ 6/2017 11:55am '49172' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel-Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' ' ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength-Factors-- Stress-Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.7000 *( 5)STEEL YIELDS: * Web Fig C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- Part * Wall Facia Wall Facia Wall 90. 90. 60. 180. 90. *( 7)REPORTS: * Input Wall Door Wall cho Girt Jamb Panel 'I' '2' '2' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 60.0000 60.0000 IN ' '-' 0.000 14.000 'Y ' '-' 0.000 14.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 16.0000 8.125 30.0000 23.5000 8.125 60.0000 16.0000 8.125 60.0000 0.0000 8.125 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 1 20.0000 3 *(11)WALL.OPENINGS: * Bay Sill Base Set Panel Member-Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 2 1 1 6.4167 8.2500 3.0000 11 0.0000 0.000 0.000 'Y' 'CUT ICU, '--------' '--------' 2 2 6.4167 8.2500 3.5000 11 0.0000 0.000 0.000 'Y' ICU, ICU, --------' '--------' *(12)PARTIAL WALLS: --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Id Use Start End Start End Height Type Type Type Girt Col Part Opt 0 *(13)GIRT DESIGN: *Girt --Flange Strap-- Set Set Max 3/8/201� SWAeS-�.Dl.it Page 108 of 180 *Type Out In Space Depth Lap Space 'ZB' 'C' 'Y' 8.0000 8.000 0.0000 7.2917 *(14)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'Y' 3 4.0000 8.0000 12.0000 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand Wall * Panel Use Type Width Use Thick Part Seam Liner '26PBA36 ' '-' 'Y' 0.000 'N' 0.000 '--------' 'N' '--------' *(17)FACIA/PARAPET: * Location Edge Extend * No. Ext Facia Bay Bay Left Right Ext * Ext Id Type Start End Elev Height (ft) (ft) Mount 0 *(18)FACIA/PARAPET GIRTS: *Ext ----Top---- --Interior- ---Gutter-- ---Back_Panel--- Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing *(19)BASIC LOADS: * ---Deflection--- Wind * Basic Load Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 53.2 1.00 0.28 1.00 0.60 1.50 0.0000 *(20)EDGE ZONE: • * Zone Col/ * width Girt Panel Jamb 6.000 1.07 1.23 1.07 *(21)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 50.6 -55.9 Girt/Header 62.7 -68.1 Panel 50.5 -55.3 Jamb 0.0 0.0 Parapet Girt *(22)GIRT LAPS: * Data ------Set-1------- ------Set 2------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(23)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(24)EXPANSION JOINTS: * No. *Exp Expansion—Location 0 *(25)BEAMS: *No. Bay *Beam Id Use Offset Height 0 *(26)LOAD COEFFICIENT ADJUSTMENTS: • * * Zone Basic ----Step 1--- ----Step_2--- *No. Id Load Area Coef Area Coef 0 3/8/2017 swAes- .out Page 109 of 180 )DESIGN CODE OPTIONS: Event Condition * Code files used: * FL_FBC.14N * EW IBC.12N Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 2 - Design Code 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) ---------------- 49172 Wall 2 - Bypass Girt Layout 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- GIRT LAYOUT: Des Bay Bay-Offset Design ---Extend-- ----Max_Load--- cate Id Id Part---- Start End Length Left Right Weight id UC Report Rot ---- --- --- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 4.00 1 1 8Z16 0.00 3.00 2.67 0.00 0.00 7.2 WS 0.09 Shear U 2 1 8Z16 9.42 20.00 10.25 0.00 1.29 . 31.0 WS 0.31 Shear U 2 8Z16 0.00 3.50 3.17 1.29 0.00 12.0 WS 0.33 Moment U 3 2 8Z15 9.92 20.00 9.75 0.00 1.29 33.3 WS 0.90 Moment U 3 8Z15 0.00 18.83 18.83 1.29 0.00 60.8 WS 0.89 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 8.00 4 1 8Z16 0.00 3.00 2.67 0.00 0.00 7.2 WS 0.09 Shear U 5 1 8Z16 9.42 20.00 10.25 0.00 1.29 31.0 WS 0.31 Shear U 2 8Z16 0.00 3.50 3.17 1.29 0.00 12.0 WS 0.33 Moment U 6 2 8Z15 9.92 20.00 9.75 0.00 1.29 33.3 WS 0.91 Moment U 3 8Z15 0.00 18.83 18.83 1.29 0.00 60.8 WS 0.88 Moment U 12.00 7 1 8Z12 0.00 20.00 19.67 0.00 1.29 101.0 WS 0.99 Moment U 2 8Z12 0.00 20.00 20.00 1.29 1.29 108.9 WS 0.91 Moment U 3 8Z15 0.00 18.83 18.83 1.29 0.00 60.8 WS 0.95 Moment U WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 2 2 2 49172 Wall 2 - Girt Design 1 (Locate 4.00) 3/ 6/2017 12:42pm GIRT LAYOUT: • Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part -Locate Length Left Right Width Brace Weight Out In --- -------- ---- ------ ---- ----- ----- ----- ------ ---- ---- 1 8Z16 4.0000 2.67 4.00 0 7.2 0.00 0.65 I� 3/8/20:L SWDEs-Fxvt Page 110 of 180 7.2 •/ 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.16 -0.16 0.00 -0.11 1.33 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 LSup 0.16 2.19 0.07 MidS -0.11 3.43 0.03 RLap 0.04 0.00 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 2.7 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 -0.19 0.19 0.00 0.13 1.33 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 LSup -0.19 2.19 0.09 MidS 0.13 3.43 0.04 LLap 0.05 0.00 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 2.7 2.7 2.7 2.7 2.7 2.7 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 0.00 0.36 0.00 0.36 49172 Wall 2 - Girt Design 4 (Locate 8.00) 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available • Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8Z16 8.0000 2.67 4.00 0 7.2 0.00 0.65 s/8/202 SwDes- .out Page 111 of 180 • 7.2 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.16 -0.16 0.00 -0.11 1.33 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 LSup 0.16 2.19 0.07 MidS -0.11 3.43 0.03 RLap 0.04 0.00 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Mom1/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 2.7 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- �y Left Left Right Right Left Left Mid-Span Right Right d Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.19 0.19 0.00 0.13 1.33 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 LSup -0.19 2.19 0.09 MidS 0.13 3.43 0.04 LLap 0.05 0.00 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 2.7 2.7 2.7 2.7 2.7 2.7 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind-Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 0.00 0.36 0.00 0.36 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 2 - Girt Design 7 (Locate 12.00) 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: •. Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 8Z12 12.0000 19.67 1.29 3.92 2 101.0 0.00 0.70 s/g/2o�� swpes- .out Page 112 of 180 2 8Z12 12.0000 20.00 1.29 1.29 3.92 2 108.9 0.00 0.70 3 8Z15 12.0000 18.83 1.29 3.92 2 --60.8 0.00 0.70 • 270.6 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 1 1.88 -1.95 -2.10 0.00 -7.26 8.67 5.69 8.31 2 1.52 1.37 -1.19 -1.34 8.31 6.44 -2.26 9.93 3.59 5.23 3 1.40 1.24 -0.84 5.23 3.52 -2.98 11.75 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 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.95 11.48 0.17 MidS -7.26 7.89 0.92 RLap 0.69 -0.99 2 LLap 1.37 11.48 0.12 LLap 6.44 8.28 0.78 LLap 0.74 -0.04 3 LLap 1.24 3.26 0.38 LLap 3.52 4.45 0.79 LLap 0.71 -0.57 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 0.0 0.0 0.0 3.3 1.3 1.00 1.00 1.00 1.72 1.15 1.00 1.00 1.00 0.00 0.68 2 20.0 1.3 2.2 0.0 3.8 1.3 1.10 1.22 1.00 1.82 1.15 0.77 0.57 1.00-0.02 0.69 3 18.8 1.3 3.4 0.0 0.0 0.0 1.15 1.76 1.00 1.00 1.00 0.67 0.00 1.00 1.00 1.00 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 1.61 2.21 2.88 0.73 2 1.61 2.21 2.88 0.73 1.24 2.21 2.88 0.56 3 0.79 2.21 1.83 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -2.16 2.17 2.34 0.00 8.16 8.69 -6.33 -9.25 2 -1.68 -1.51 1.31 1.48 -9.25 -7.18 2.43 9.95 -3.99 -5.79 3 -1.55 -1.38 0.97 -5.79 -3.89 3.36 11.79 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 RLap 2.17 11.48 0.19 MidS 8.16 8.22 0.99 LLap 0.77 1.12 2 LLap -1.51 11.48 0.13 LLap -7.18 7.89 0.91 LLap 0.82 0.03 • 3 LLap -1.38 3.26 0.42 LLap -3.89 4.09 0.95 LLap 0.79 0.64 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- s/g/2o2 swpes- .out Page 113 of 180 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 19.7 2.7 3.7 3.9 0.0 0.0 1.62 1.11 1.27 1.00 1.00 0.00 0.69 0.42 1.00 1.00 2 20.0 0.0 0.0 3.4 0.0 0.0 1.00 1.00 1.19 1.00 1.00 1.00 1.00 0.47 1.00 1.00 3 18.8 0.0 0.0 6.7 5.5 5.5 1.00 1.00 1.08 1.40 1.40 1.00 1.00 0.51 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Le£t_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.79 2.21 2.88 0.81 2 1.79 2.21 2.88 0.81 1.37 2.21 2.88 0.62 3 0.87 2.21 1.83 0.47 DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.28 2.62 0.31 2.62 2 -0.01 2.67 0.01 2.67 3 -0.16 2.51 0.18 2.51 49172 Wall 2 - Partial Wall/Wainscot Jamb 3/ 6/2017 12:42pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LAYOUT: leen Bay Load d Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 1 1 JambL 8X25C16 12.00 3.21 32.3 JambR 8X25C16 12.00 3.21 32.3 Header 8X25C16 6.42 1.88 17.3 2 2 JambL 8X25C16 12.00 3.21 32.3 JambR 8X25C16 12.00 3.21 32.3 Header 8X25C16 6.42 1.88 17.3 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 0.77 2.19 0.35 7.87 -2.31 3.64 0.63 0.55 -0.08 1.60 WS -0.90 2.19 0.41 7.90 2.70 3.64 0.74 0.65 0.10 1.60 JambR WP 0.94 2.19 0.43 6.00 -3.10 3.71 0.83 0.73 -0.10 1.60 WS -1.03 2.19 0.47 6.00 3.40 3.71 0.92 0.80 0.11 1.60 Header WP -0.18 2.19 0.08 3.21 -0.29 3.64 0.08 0.00 0.00 0.86 WS -0.21 2.19 0.09 3.21 0.33 3.64 0.09 0.00 0.00 0.86 2 JambL WP -0.46 2.19 0.21 8.00 1.54 3.87 0.40 0.38 0.04 1.60 WS 0.51 2.19 0.23 8.00 -1.72 3.87 0.45 0.43 -0.04 1.60 JambR WP 0.71 2.19 0.32 7.26 -2.16 3.66 0.59 0.50 -0.08 1.60 WS -0.77 2.19 0.35 7.24 2.35 3.65 0.64 0.55 0.08 1.60 Header WP -0.18 2.19 0.08 3.21 -0.29 3.64 0.08 0.00 0.00 0.86 WS -0.20 2.19 0.09 3.21 0.32 3.64 0.09 0.00 0.00 0.86 WP - 0.6Wind Pressure WS - 0.6Wind Suction UNBRACED LENGTHS: Available en -----Minor---- ------Cb------ ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 1 JambL 12.00 0.00 0.00 1.00 1.00 0.00 0.00 JambR 12.00 0.00 0.00 1.00 1.00 0.00 0.00 3/8/2017 SwDds-F.Out Page 114 of 180 Header 6.42 0.00 3.67 1.14 1.14 0.00 0.65 2 JambL 12.00 0.00 0.00 1.00 1.00 0.00 0.00 • JambR 12.00 0.00 0.00 1.00 1.00 0.00 0.00 Header 6.42 0.00 3.25 1.14 1.14 0.00 0.65 49172 Wall 2 - Panel Design (Bay 3) 3/ 6/2017 12:42pm PANEL DATA: Rotation Panel Bay Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 3 26PBA36 PBA 26.00 80.0 0.00 15.83 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 4.00 WP 64.3 133.0 0.48 -46.5 109.9 0.42 -0.0 0.80 0.05 WS -85.8 109.9 0.78 62.2 133.0 0.47 0.0 0.80 0.07 2 4.00 8.00 WP 64.3 133.0 0.48 -21.5 109.9 0.20 -0.0 0.80 0.01 WS -85.8 109.9 0.78 28.7 133.0 0.22 0.0 0.80 0.02 3 8.00 12.00 WP 61.0 133.0 0.46 -23.0 109.9 0.21 -0.0 0.80 0.02 WS -81.5 109.9 0.74 30.7 133.0 0.23 0.0 0.80 0.02 4 12.00 15.83 WP 61.0 133.0 0.46 -42.0 109.9 0.38 -0.0 0.77 0.04 WS -81.5 109.9 0.74 56.1 133.0 0.42 0.0 0.77 0.06 WP - 0.6Wind Pressure WS - 0.6Wind Suction • • • • Page 115 00 0 DOWNSPOUT LOCATIONS BOLT TABLE FRAME ENE B c¢.7 LOCATION I QUAN TYPE DIA LEG o WF-100- 4F-102 8 25 5 82 1 2 47'-0'OUT-TO-CUT OF STEEL WF-101-RFI-10 8 A325 5/8' 2 1/2 < 3 1 WF-101 -RFI-100 4 A325 5/8' WF-101-RFi-100 4 A325 5 8' 1 3 4' O TRIM N LE 21'-0' FRAME LANE B o I'-O OID MARK OETAIL a 1 F01 2 EG03 TRIM-2 4 CGO3 L �c o U Z I I I IMEMBER TABLE 1 1 I 1 I FRAME LINE B z I I 1 ARK PART I I I I -I -02 1 I 0 W8X10 CORPORATE OFFICE C-101 C-102 I WF-107 W8X10 WF-102 WBX18 1912 BusHaNc 1Z PMI I E-100 BES16 HOUSTON,TX 77039 I I E-101 8ES16 281-442-B247 I G-101 8X25C76 PORILAND FACIUTY I j G-102 8X25C 16 214 FOUNTAINHEAD ROAD I I PORTLAND,1N 37148 I 1 615-325-7361 I I I I m I � 1 I 1 I I I I I 1 I � I I I � I I Si I I 0 I �- I Y-7 I RF1-100 i31-1 f RFI-100 SIDEWALL ELEVATION: FRAME LINE B - 7 Q Q 0 0 g o 0 0 c, n w w ry n w ry H w ry ry � U ________ _______ ________ _______ ________ _______ ________ _______ ________ --------________ I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I OB I I I I I I I I SIDEWALL SHEETING & TRIM: FRAME LINE B ,-A r N.T PANELS:26 Gc.PBR-COLOR UNICOTE 2000 SIDEWALL ELEVATION 2017/6/5 SwDes-g.o ut Page 116 of 180 *49172LT Sidewall Design Input 4/24/2017 3 02pm *( 1)JOBID: '49172LT' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' I I 'IBC ' '12' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength-Factors-- Stress-Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web F1g C_Sec W_Sec R Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- Part * Wall Facia Wall Facia Wall 90. 90. 60. 180. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel • 'I' 12' 12' Y. *( 8)BUILDING LAYOUT: *---------Build -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'LT-' 10.0000 41.0000 'Y ' 11 0.000 12.000 'Y ' '-' 0.000 14.000 *( 9)SURFACE SHAPE: * No. X Coord Y Coord Offset * Surf (ft) (ft) (in) 3 0.0000 11.5000 0.125 10.0000 14.0000 8.125 10.0000 0.0000 0.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 2 20.0000 1 21.0000 1 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Member-Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 0 *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full-Load ----Panel---- *No. Id Use Start End Start End Height Type Type Type Girt Col Part Opt 1 3 'P' 1 2 0.0000 0.0000 9.0000 '-' '-' 'C' 'N' 'Y' '--------' '-' *(13)GIRT DESIGN: • *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'Y' 8.0000 0.000 0.0000 7.2917 2os�/s/� swAes-g.out Page 117 of 180 *(14)GIRT LOCATION: No. Girt Girt Location 0 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand Wall * Panel Use Type Width Use Thick Part Seam Liner 126PBR36 ' '-' IV 0.000 'N' 0.000 '--------' 'N' '--------' *(17)FACIA/PARAPET: * Location Edge_Extend * No. Ext Facia Bay Bay Left Right Ext * Ext Id Type Start End Elev Height (ft) (ft) Mount 0 *(18)FACIA/PARAPET GIRTS: *Ext ----Top---- --Interior- ---Gutter-- ---Back_Panel--- Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing *(19)BASIC LOADS: * ---Deflection--- Wind * Basic Load Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 50.4 1.00 0.28 1.00 0.60 1.50 0.0000 *(20)EDGE ZONE: * Zone Col/ * Width Girt Panel Jamb •000 1.07 1.23 1.07 *(21)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 47.9 -52.9 Girt/Header 59.4 -64.5 Panel 47.8 -52.4 Jamb 0.0 0.0 Parapet Girt *(22)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 *(23)GIRT STRAPS: * Data ---Set_1--- ---Set_2- Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(24)EXPANSION JOINTS: * No. *Exp Expansion—Location 0 *(25)BEAMS: *No. Bay *Beam Id Use Offset Height 1 2 'WB' 0.4167 11.5000 *(26)LOAD COEFFICIENT ADJUSTMENTS: * Zone Basic ----Step_1--- ----Step-2--- Id Load Area Coef Area Coef 0 *(27)DESIGN CODE OPTIONS: *No. Event Condition 201�/�/5 sWDes-g.out Page 118 of 180 0 * Code files used: • * FL_FBC.14N * EW IBC.12N Version 4.0 ------------- 49172LT Wall 4 - Design Code 4/24/2017 3:02pm STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel : NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) 49172LT Wall 4 - Bypass Girt Layout 4/24/2017 3:02pm GIRT LAYOUT: Des Bay Bay--Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot 9.00 1 1 8X25C16 1.17 20.00 18.83 0.00 0.00 50.7 WS 0.45 Moment U 2 2 8X25C16 0.00 20.00 20.00 0.00 0.00 53.8 WS 0.50 Moment U • WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No.-Brace/Bay 1 2 2 2 49172LT Wall 4 - Girt Design 1 (Locate 9.00) 4/24/2017 3:02pm GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 8X25C16 9.0000 18.83 1.17 2 50.7 0.00 0.65 50.7 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 0.32 -0.32 0.00 -1.49 9.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) 201 /6/5 SWAPS-g.o�ct Page 119 of 180 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 01 LSup 0.32 2.19 0.14 MidS -1.49 3.64 0.41 RLap 0.27 -0.44 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup, LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.8 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 -0.35 0.35 0.00 1.64 9.47 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 -0.35 2.19 0.16 MidS 1.64 3.69 0.45 LLap 0.30 0.48 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- • 1 18.8 5.5 5.5 6.7 6.7 6.7 1.49 1.49 1.02 1.44 1.44 0.00 0.00 0.91 0.00 0.00 DEFLECTION: (Working Load) -------------------------- Span Wind-Pressure Wind-Suction Id Calc Limit Calc Limit 1 -0.12 2.51 0.14 2.51 -------------------------------------------------------------------------------- 49172LT Wall 4 - Girt Design 2 (Locate 9.00) 4/24/2017 3:02pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 8X25C16 9.0000 20.00 1.17 2 53.8 0.00 0.65 53.8 LOAD ID:0.6Wind Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right d Sup Lap Lap Sup --Sup Lap Mom Loc Lap Sup - ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.34 -0.34 0.00 -1.68 10.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) 20:L7/5/5 sw,wes-g.out Page 120 of 180 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ------ ----- ---- ---- ------ ----- ---- ---- ---- ---- 2 LSup 0.34 2.19 0.15 MidS -1.68 3.64 0.46 RLap 0.30 -0.56 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.37 0.38 0.00 1.85 9.94 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 0.38 2.19 0.17 MidS 1.85 3.68 0.50 RLap 0.33 0.61 UNBRACE LENGTHS: Bay ---------Minor---------- ------------Cb----------- --------Moml/Mom2- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 7.0 7.0 7.0 6.0 6.0 1.45 1.45 1.01 1.48 1.48 0.00 0.00 0.92 0.00 0.00 • DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.16 2.67 0.17 2.67 ----------------------------------------------------------- 49172LT Wall 4 - Panel Design (Bay 1) 4/24/2017 3:02pm PANEL DATA: Rotation Panel Bay Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 26PBR36 PBR 26.00 80.0 0.00 11.33 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 9.00 11.33 WP 0.0 107.0 0.00 -24.3 107.0 0.23 -0.0 0.47 0.01 WS 0.0 135.0 0.00 32.4 135.0 0.24 0.0 0.47 0.02 WP - 0.6Wind_Pressure WS - 0.6Wind Suction • • Page 121 BOLT TABLE FRAME LNE F 60'-0•OUT-TO-OUT OF STEEL A LOCATION 1 UAN TYPE DIA LENGTH o ER-1 ER-2 25 3 4 2 w D C ER-2/ER-3 8 A325 5/8° 2' ¢w ER-3/ER-4 4 A325 3 4° 2' ~ 1'-01/8• 18'-11 7 8' 20'-0• 18'-it 7 6• 1'-0 1/8' Cor olUmn Ra( 325 1/" 1 4° o¢ Q3• Yam. TRIM TABLE w= 12 12 ME LI E 0 OID ARK LENGTH DETAIL d 1 F01 20-6 1 BB 2 CT01 16'-0° N fB7q 3 CT02 16'-O° SA7 SAf 4 RT01 2O'-6" TRIM_18 U c-4 - 5 RT01 11'-0" TRIM_18 z a 1 r f87q MEMBER TABLE L / FRAME LINE 1 L G- 0-8 MARK PART LENGTH CORPORATE OFFICE EC-1 X10 14-10 1 1912 BUSCHONG EC-2 WIOX15 20'-3 5/Ir HOUSTCN,7X 77039 2A Fgy I EC-3 WIOX15 20'-3 6/16' 281-442-8247 ` G-1 0-3 G 5 ,, EC-4 W8X1O 14'-10 1 4" PORTLAND FACILITY , n ER-2 W8X10 10'-5 9%6° 21PORRTT ,FOUNTAINHEAD 37148� I ER-3 W8X70 10'-5 9/16' 615-325-7351 I ER-4 "X10 20'-71/4" b 1A A - t l G-1 8Z14 21'-10 f/2• I G-3 8Z16 23'-11' G-4 8Z12 20'-6° �b, G-5 8Z14 21'-101/2' 0-3 D 5 G-6 8Z16 19'-2" CB-1 5_CBL 26'-91/2' I CB-2 5 CBL 23'-5° FLANGE BRACE TABLE F r____________SAT_____________ Y_______ FRAME LINE 1 I I____________________________I____________________ EC-1 EC-2 EC-3 `1 EC-4 DID AR L 1 FB1A 2-31 8 2 FB2A GIRT ,11n;r-n 1/r 1r CONNEC110N PLATES FRAME LINE 1 ENDWALL ELEVATION: FRAME LINE 1 ❑ID 1 MARK PART o O o 1 bt 12 3•A �a a a I Oe zE3 o�m Hn I I I I I I I I I I I I I I JOB q:49172 I I 1 I DRAM BY: DATE: YJ6 Yl— Panel Start Panel Start CHKD BY: DATE: SCALE: N.T.S. ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL ELEVATION PANELS 26 G.PBA-COLOR UNICOTE 2000 DWG q 3/8/201� AWACS-1,.Dl.it Page 122 of 180 *49172 --------Endwall-Design-Input ---------------------3/-6/2017-11:SSam- • *( 1)JOBID: '49172' *( 2)PROGRAM OPTIONS: * EW Run Run Run Run * Id Col/Raf Girt Brace Panel 'L' 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' I 'IBC ' '12' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- ---Stress Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.7000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt— --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180. 180. 0. 90. 90. 90. 60. 180. 90. 60. *( 7)REPORTS.: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace • 'I' '4' '2' '2' 'Y' 'Y' *( 8)BUILDING LAYOUT: *Build Build Build ----------Expand EW---------- --Roof_Bay-- Frame * Type Width Length Use Opt Extend Offset Flange No. Width Recess 'FF-' 60.0000 60.0000 IN ' '-' 0.000 14.000 0.000 3 20.0000 1.0104 *( 9)SURFACE SHAPE: * No. X Coord Y Coord Offset * Surf (ft) (ft) (in) 4 0.0000 16.0000 8.125 30.0000 23.5000 8.125 60.0000 16.0000 8.125 60.0000 0.0000 8.125 *(10)BAY SPACING: * No. ---Bay Set--- *Sets Width Quan 1 20.0000 3 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Member Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 0 *(12)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(13)WIDE OPENING AND STRUT FRAMING: *-Open- ------Door_Jamb Stub Head Back-Brace Strut -Header-Beam- Deflection *No. Id Type F1gWid F1gThk Type Type Type Loc Type Type Max Spc Horz Vert 0 *(14)WIDE OPENING HEADER LOCATION: *-Open- No. Column S/8/20:L7 C—WAes-LL.out Page 123 of 180 *No. Id Location Location 40)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full Load ----Panel---- *No. Id Use Start End Start End Height Type Type Type Girt Col Part Opt 0 *(16)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(17)COLUMN PART & ELEVATION: * ---Base--- *No. Id Type Part Opt Rot Depth Elev Opt 4 1 'R --------' '-' '-' 0.000 0.000 '-' 2 'R ' 'W10X15 1 '-' '-' 0.000 0.000 11- 3 'R ' 'W10X15 1 '-' '-' 0.000 0.000 -' 4 'R ' '--------' '-' '-' 0.000 0.000 '-' *(18)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(19)RAFTERS: *Rafter Flange * Same Brace lye ly, *(20)RAFTER PART: * Surf • Id Type' Part Depth 2 'R --' 0.000 2 'R '--------' 0.000 3 'R I '--------' 0.000 3 'R I '--------' 0.000 *(21)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 5 2 0.0000 '--' '-' 2 20.6155 'S3' '-' 3 0.0000 'M ' '-' 3 10.3078 'S3' '-' 3 30.9233 '--' '-' *(22)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 8.0000 0.000 0.000 8.000 'W' 0.0000 7.2917 'Y' *(23)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'Y' 5 4.0000 8.0000 12.0000 16.0000 20.0000 *(24)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(25)SIDEWALL GIRT: *Wall Girt No. Girt 0 Type Depth Offset Project Girt Location ZB' 8.000 0.000 0.000 3 4.0000 8.0000 12.0000 4 'ZB' 8.000 0.000 0.000 3 4.0000 8.0000 12.0000 *(26)ROOF PURLINS: *Surf Surf No. Peak No. -Purlin Set- s/8/202 j 6wDes-L.o ut Page 124 of 180 * Id Ext Purlin Space Sets Space Quan 2 0.000 9 1.0000 4 3.0000 1 2.5898898 1 3.6667 5 3.0000 2 3 0.000 9 1.0000 4 3.0000 2 3.6667 5 2.5898 1 3.0000 1 *(27)PANELS/RF_COLUMNS: * Wall Liner ------Insulation----- -Open—Bay- RF_Interior_Columns * Panel Panel Use Thick Part F SW B SW Type No. Locate 126PBA36 ' '--------' 'N' 0.000 '--------' 'N' 'N' '-' 0 *(28)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW Brace To Frame *Shear Bracing Option Height Left Right 'N' 'Y' '--' 0.0000 19.6518 40.3482 *(29)WALL BRACING: * Wind Brace No. Bay Specified * Shear Type Specified Bays_For_Bracing 50.0 'C 1 1 *(30)WALL BRACING ATTACHMENT * No. Attach --Bay_Id-- No. *Attach Id Start End Level Level—Height 0 *(31)EAVE EXTENSION: *Wall No. Ext -Bay— -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 • *(32)CANOPY: *Wall No. Ext -Bay_Id-- -Edge Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 1 0 2 0 4 0 *(33)FACIA/PARAPET *Wall No. Ext Fac Bay_Id ----Attach—Beam---- ---Facia/Parapet--- Edge—Extend Ext * Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt * (CIE) (ft) (ft) (?:12 ) (ft) (ft) (?:12 ) (ft) (ft) 1 0 2 0 4 0 *(34)FACIA/PARAPET GIRTS: *Ext ----Top---- --Interior- ---Back_Panel--- Angle *Id Type Rotate Type Rotate Part Rotate Spacing *(35)ADJACENT BUILDING: *Wall No. Ext -Bay_Id-- -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 *(36)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, PARAPET, AND ADJACENT BUILDING: *Ext Ext—Beam. Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Snow Rain Press Suct Press Suct Press Suct *(37)BASIC LOADS: * ---Deflection--- Wind • * Dead Collat Live Snow Rain Basic Load Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 2.0 3.0 20.0 0.0 0.0 53.2 1.00 0.28 1.00 0.60 *(38)EDGE ZONE: 3/8/2oij �WDeS-L.out Page 125 of 180 * Zone Col/ itth Girt Panel Jamb 00 1.07 1.23 1.07 *(39)BASIC LOADS AT SAVE: *Seis Seis Seis Torsion Forces *Dead Girt Load Wind Seismic 1.5 0.0000 0.05 0.00 0.00 *(40)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 11.81 8.46 0.21 0.15 Left Column 0.00 0.00 0.00 0.00 Right Column *(41)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 50.6 -55.9 Column 50.6 -55.9 Girt/Header 50.5 -55.3 Jamb 62.7 -68.1 Panel 104.8 -87.3 Parapet Girt 79.8 -53.2 Transv Bracing, Facia/Parapet *(42)WIND COEFFICIENTS: * Column/Rafter Rafter Column/Bracing * Surf Wind-1 Wind 2 Wind-2 Long-Wind Surface * Id Left Right Left Right Left Right 1 2 Friction 1 0.50 -0.70 0.86 -0.34 0.50 -0.70 -0.66 -0.66 0.00 2 -1.19 -0.77 -0.83 -0.41 -1.19 -0.77 -1.19 -0.68 0.00 3 -0.77 -1.19 -0.41 -0.83 -0.77 -1.19 -0.68 -1.19 0.00 4 -0.70 0.50 -0.34 0.86 -0.70 0.50 -0.66 -0.66 0.00 )COLUMN DESIGN LOADS:ad- --Live--- -Add-Snow- Wind-1 Wind-2 Long_Wind Column Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 57 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 015 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00, 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 s/8/20:L7 5WDes-Lxo tt Page 126 of 180 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0.00 0 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 49 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 50 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 51 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 je 0.00 52 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 53 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 3/8/202 �wAes-L.out Page 127 of 180 54 1.01 1.01 0100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 00 55 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0 56 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 57 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 *(44)COLUMN DESIGN LOADS: Deflection *-Load- ---Live--- -Add-Snow- Wind 1 Wind-2 Long_Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 0 *(45)RAFTER DESIGN LOADS: *-Load- ---Live--- -Add-Snow- Wind_l Wind_2 Long_Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 43 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 or 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 �24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3/8/2D1�- �wDes-L.out Page 128 of 180 27 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 36 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 37 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 38 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 39 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 40 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 41 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 42 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(46)RAFTER DESIGN LOADS: Deflection *-Load- ---Live--- -Add Snow- Wind-1 Wind-2 Long-Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 0 *(47)BRACING DESIGN LOADS: *-Load- ---Live--- -Add-Snow- Wind-1 Wind-2 Long_Wind Column-Wind -Seismic-- Aux Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 22 1 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 • 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 - 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 3/8/2017 AWACS-L.out Page 129 of 180 14 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 i0 15 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 20 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 21 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 22 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(48)AUXILIARY LOADS: * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(49)ADDITIONAL LOADS: * No. Add Loc Basic Load FX FY Mom X Y ..Conc * Add Id Id Load Type W1 W2 Co DL1 DL2 ..Unif 0 *(50)GIRT LAPS: * Data ------Set-1------- ------Set-2------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan -' 0 �)GIRT STRAPS: Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(52)PANEL SCREWS: * No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 0 *(53)BEAMS: *No. Bay *Beam Id Use Offset Height 0 *(54)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_l--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 6 'WINDLI' '-' 2 2 30.0000 1.000 30.9233 0.651 'WINDRI' '-' 3 2 0.9233 0.651 30.9233 1.000 'WINDL2' 'R' 2 2 30.0000 1.000 30.9233 0.499 'WINDR2' 'R' 3 2 0.9233 0.499 30.9233 1.000 'WINDL2' 'C' 2 2 30.0000 1.000 30.9233 0.651 'WINDR2' 'C' 3 2 0.9233 0.651 30.9233 1.000 *(55)CAP SPRINGS: * Column Horiz * No. Id K 0 *(56)ADDITIONAL COLUMNS: 0 Id Locate Type Rot Opt Part Elev *(57)RIGID FRAME COORDINATES: *Frame Frame * Id Type No. X Coord Y Coord 3/g/2o2� �wAes-L.out Page 130 of 180 0 -- 0 *(58)LOAD COEFFICIENT ADJUSTMENTS: • * * Zone Basic ----Step_l--- ----Step_2--- *No. Id Load Area Coef Area Coef 0 *(59)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * * Code files used: * FL_FBC.14N * EW IBC.12N Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 1 - Design Code 3/ 6/2017 11:56am STRUCTURAL CODE: Design Basis WS - Working Stress Hot Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) • Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) -------------------------------------------------------------------------------- 49172 Wall 1 - Column & Rafter Design 3/ 6/2017 11:56am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 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 14.8 147.8 15 0.61 Mom+Axl Co12 20.0 WlOX15 9.45 0.230 4.00 0.270 19.6 294.2 13 0.85 Mom+Axl Co13 40.0 WlOX15 9.45 0.230 4.00 0.270 19.6 294.2 14 0.84 Mom+Axl Co14 59.3 WBX10 7.48 0.170 3.94 0.205 14.8 147.8 12 0.52 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Rafl Surf 2 W8X10 7.48 0.170 3.94 0.205 20.8 207.8 6 0.92 Mom+Axl Raf2 Surf 2 W8X10 7.48 0.170 3.94 0.205 10.1 101.4 1 0.81 Deflect Raf3 Surf 3 W8X10 7.48 0.170 3.94 0.205 10.1 101.4 1 0.81 Deflect Raf4 Surf 3 W8X10 7.48 0.170 3.94 0.205 20.8 207.8 7 0.92 Mom+Axl Total= 1502.6 DESIGN ACTIONS/STRENGTH: Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Coll 1 2.97 67.02 0.00 26.83 0.00 14.19 • Coll 2 0.81 67.02 0.00 26.83 0.00 14.19 Coll 3 0.81 67.02 0.00 26.83 0.00 14.19 Coll 4 0.81 67.02 0.00 26.83 0.00 14.19 Coll 5 0.81 67.02 0.00 26.83 0.00 14.19 Coll 6 2.43 67.02 0.00 26.83 0.00 14.19 3/S/2o2 EwACs-L.out Page 131 of 180 Coll 7 0.81 67.02 0.00 26.83 0.00 14.19 Coll 8 0.81 67.02 0.00 26.83 0.00 14.19 *Coll 9 0.81 67.02 0.00 26.83 0.00 14.19 Coll 10 -2.41 88.62 2.32 26.83 -8.58 20.66 Coll 11 -2.16 88.62 2.32 26.83 -8.58 20.66 Coll 12 2.82 67.02 -2.67 26.83 9.86 17.73 Coll 13 3.06 67.02 -2.67 26.83 9.86 17.73 Coll 14 1.71 67.02 -2.67 26.83 9.86 17.73 Coll 15 7.01 67.02 -2.67 26.83 9.86 17.73 Coll 16 1.71 67.02 -2.67 26.83 9.86 17.73 Coll 17 7.01 67.02 -2.67 26.83 9.86 17.73 Coll 18 3.36 67.02 -2.00 26.83 7.39 17.73 Coll 19 7.33 67.02 -2.00 26.83 7.39 17.73 Coll 20 4.19 67.02 -2.00 26.83 7.39 17.73 Coll 21 4.37 67.02 -2.00 26.83 7.39 17.73 Coll 22 1.74 67.02 -2.00 26.83 7.39 17.73 Coll 23 5.71 67.02 -2.00 26.83 7.39 17.73 Coll 24 2.57 67.02 -2.00 26.83 7.39 17.73 Coll 25 2.75 67.02 -2.00 26.83 7.39 17.73 Coll 26 1.74 67.02 -2.00 26.83 7.39 17.73 Coll 27 5.71 67.02 -2.00 26.83 7.39 17.73 Coll 28 2.57 67.02 -2.00 26.83 7.39 17.73 Coll 29 2.75 67.02 -2.00 26.83 7.39 17.73 Coll 30 1.74 67.02 -2.00 26.83 7.39 17.73 Coll 31 5.71 67.02 -2.00 26.83 7.39 17.73 Coll 32 2.57 67.02 -2.00 26.83 7.39 17.73 Coll 33 2.75 67.02 -2.00 26.83 7.39 17.73 Coll 34 -2.54 88.62 2.32 26.83 -8.58 20.66 Coll 35 -2.30 88.62 2.32 26.83 -8.58 20.66 Coll 36 2.63 67.02 -2.67 26.83 9.86 17.73 Coll 37 2.87 67.02 -2.67 26.83 9.86 17.73 Coll 38 1.52 67.02 -2.67 26.83 9.86 17.73 Coll 39 6.82 67.02 -2.67 26.83 9.86 17.73 Coll 40 1.52 67.02 -2.67 26.83 9.86 17.73 •Coll 41 6.82 67.02 -2.67 26.83 9.86 17.73 Coll 42 0.82 67.02 0.00 26.83 0.00 14.19 Coll 43 0.86 67.02 0.00 26.83 0.00 14.19 Coll 44 2.44 67.02 0.00 26.83 0.00 14.19 Coll 45 2.47 67.02 0.00 26.83 0.00 14.19 Coll 46 0.82 67.02 0.00 26.83 0.00 14.19 Coll 47 0.85 67.02 0.00 26.83 0.00 14.19 Coll 48 0.28 67.02 0.00 26.83 0.00 14.19 Coll 49 0.32 67.02 0.00 26.83 0.00 14.19 Coll 50 0.82 67.02 0.00 26.83 0.00 14.19 Coll 51 0.92 67.02 0.00 26.83 0.00 14.19 Coll 52 2.44 67.02 0.00 26.83 0.00 14.19 Coll 53 2.52 67.02 0.00 26.83 0.00 14.19 Coll 54 0.82 67.02 0.00 26.83 0.00 14.19 Coll 55 0.90 67.02 0.00 26.83 0.00 14.19 Coll 56 0.28 67.02 0.00 26.83 0.00 14.19 Coll 57 0.39 67.02 0.00 26.83 0.00 14.19 Co12 1 5.73 100.18 0.00 45.95 0.00 25.35 Co12 2 1.57 100.18 0.00 45.95 0.00 25.35 Co12 3 1.57 100.18 0.00 45.95 0.00 25.35 Co12 4 1.57 100.18 0.00 45.95 0.00 25.35 Co12 5 1.57 100.18 0.00 45.95 0.00 25.35 Co12 6 4.69 100.18 0.00 45.95 0.00 25.35 Co12 7 1.57 100.18 0.00 45.95 0.00 25.35 Co12 8 1.57 100.18 0.00 45.95 0.00 25.35 Co12 9 1.57 100.18 0.00 45.95 0.00 25.35 Co12 10 -6.87 132.04 5.85 45.95 -28.71 36.16 Co12 11 -2.89 132.04 5.85 45.95 -28.71 36.16 Co12 12 -6.87 132.04 -6.47 45.95 31.71 36.16 Co12 13 -2.89 132.04 -6.47 45.95 31.71 36.16 Co12 14 -3.07 132.04 -6.47 45.95 31.71 36.16 Co12 15 -4.89 132.04 -6.47 45.95 31.71 36.16 •Co12 16 -3.07 132.04 -6.47 45.95 31.71 36.16 Co12 17 -4.89 132.04 -6.47 45.95 31.71 36.16 Co12 18 1.91 100.18 -4.85 45.95 23.79 36.16 Co12 19 0.55 100.18 -4.85 45.95 23.79 36.16 Co12 20 -1.23 132.04 -4.85 45.95 23.79 36.16 Co12 21 2.04 100.18 -4.85 45.95 23.79 36.16 3/8/201j 6wpes-L.out Page 132 of 180 Co12 22 -1.50 132.04 -4.85 45.95 23.79 36.16 Co12 23 -2.87 132.04 -4.85 45.95 23.79 36.16 Co12 24 -4.35 132.04 -4.85 45.95 23.79 36.16 • Co12 25 -1.37 132.04 -4.85 45.95 23.79 36.16 Co12 26 -1.50 132.04 -4.85 45.95 23.79 36.16 Co12 27 -2.87 132.04 -4.85 45.95 23.79 36.16 Co12 28 -4.35 132.04 -4.85 45.95 23.79 36.16 Co12 29 -1.37 132.04 -4.85 45.95 23.79 36.16 Co12 30 -1.50 132.04 -4.85 45.95 23.79 36.16 Co12 31 -2.87 132.04 -4.85 45.95 23.79 36.16 Co12 32 -4.35 132.04 -4.85 45.95 23.79 36.16 Co12 33 -1.37 132.04 -4.85 45.95 23.79 36.16 Co12 34 -7.12 132.04 5.85 45.95 -28.71 36.16 Co12 35 -3.14 132.04 5.85 45.95 -28.71 36.16 Co12 36 -7.12 132.04 -6.47 45.95 31.71 36.16 Co12 37 -3.14 132.04 -6.47 45.95 31.71 36.16 Co12 38 -3.32 132.04 -6.47 45.95 31.71 36.16 Co12 39 -5.14 132.04 -6.47 45.95 31.71 36.16 Co12 40 -3.32 132.04 -6.47 45.95 31.71 36.16 Co12 41 -5.14 132.04 -6.47 45.95 31.71 36.16 Co12 42 1.62 100.18 0.00 45.95 0.00 25.35 Co12 43 1.58 100.18 0.00 45.95 0.00 25.35 Co12 44 4.73 100.18 0.00 45.95 0.00 25.35 Co12 45 4.70 100.18 0.00 45.95 0.00 25.35 Co12 46 1.61 100.18 0.00 45.95 0.00 25.35 Co12 47 1.58 100.18 0.00 45.95 0.00 25.35 Co12 48 0.58 100.18 0.00 45.95 0.00 25.35 Co12 49 0.54 100.18 0.00 45.95 0.00 25.35 Co12 50 1.58 100.18 0.00 45.95 0.00 25.35 Co12 51 1.58 100.18 0.00 45.95 0.00 25.35 Co12 52 4.70 100.18 0.00 45.95 0.00 25.35 Co12 53 4.70 100.18 0.00 45.95 0.00 25.35 Co12 54 1.58 100.18 0.00 45.95 0.00 25.35 Co12 55 1.58 100.18 0.00 45.95 0.00 25.35 Co12 56 0.55 100.18 0.00 45.95 0.00 25.35 • Co12 57 0.55 100.18 0.00 45.95 0.00 25.35 Co13 1 5.73 100.18 0.00 45.95 0.00 25.35 Cola 2 1.57 100.18 0.00 45.95 0.00 25.35 Co13 3 1.57 100.18 0.00 45.95 0.00 25.35 Co13 4 1.57 100.18 0.00 45.95 0.00 25.35 Co13 5 1.57 100.18 0.00 45.95 0.00 25.35 Co13 6 4.69 100.18 0.00 45.95 0.00 25.35 Co13 7 1.57 100.18 0.00 45.95 0.00 25.35 Co13 8 1.57 100.18 0.00 45.95 0.00 25.35 Co13 9 1.57 100.18 0.00 45.95 0.00 25.35 Co13 10 -4.20 132.04 5.85 45.95 -28.71 36.16 Cola 11 -6.54 132.04 5.85 45.95 -28.71 36.16 Co13 12 -4.20 132.04 -6.47 45.95 31.71 36.16 Co13 13 -6.54 132.04 -6.47 45.95 31.71 36.16 Co13 14 -3.90 132.04 -6.47 45.95 31.71 36.16 Co13 15 -7.08 132.04 -6.47 45.95 31.71 36.16 Co13 16 -3.90 132.04 -6.47 45.95 31.71 36.16 Co13 17 -7.08 132.04 -6.47 45.95 31.71 36.16 Co13 18 1.29 100.18 -4.85 45.95 23.79 36.16 Co13 19 -1.39 132.04 -4.85 45.95 23.79 36.16 Co13 20 1.07 100.18 -4.85 45.95 23.79 36.16 Co13 21 -0.99 132.04 -4.85 45.95 23.79 36.16 Co13 22 -2.12 132.04 -4.85 45.95 23.79 36.16 Co13 23 -4.51 132.04 -4.85 45.95 23.79 36.16 Co13 24 -2.35 132.04 -4.85 45.95 23.79 36.16 Co13 25 -4.11 132.04 -4.85 45.95 23.79 36.16 Co13 26 -2.12 132.04 -4.85 45.95 23.79 36.16 Co13 27 -4.51 132.04 -4.85 45.95 23.79 36.16 Co13 28 -2.35 132.04 -4.85 45.95 23.79 36.16 Co13 29 -4.11 132.04 -4.85 45.95 23.79 36.16 Co13 30 -2.12 132.04 -4.85 45.95 23.79 36.16 Co13 31 -4.51 132.04 -4.85 45.95 23.79 36.16 • Co13 32 -2.35 132.04 -4.85 45.95 23.79 36.16 Co13 33 -4.11 132.04 -4.85 45.95 23.79 36.16 Co13 34 -4.45 132.04 5.85 45.95 -28.71 36.16 Co13 35 -6.80 132.04 5.85 45.95 -28.71 36.16 Co13 36 -4.45 132.04 -6.47 45.95 31.71 36.16 s/8/2o2 j EwDes-Lx ut Page 133 of 180 Co13 37 -6.80 132.04 -6.47 45.95 31.71 36.16 38 -4,15 132,04 -6,47 15.95 31,71 36.16 ,Col3 Co13 39 -7.34 132.04 -6.47 45.95 31.71 36.16 Co13 40 -4.15 132.04 -6.47 45.95 31.71 36.16 Co13 41 -7.34 132.04 -6.47 45.95 31.71 36.16 Co13 42 1.59 100.18 0.00 45.95 0.00 25.35 Co13 43 1.58 100.18 0.00 45.95 0.00 25.35 Co13 44 4.70 100.18 0.00 45.95 0.00 25.35 Co13 45 4.70 100.18 0.00 45.95 0.00 25.35 Co13 46 1.59 100.18 0.00 45.95 0.00 25.35 Co13 47 1.58 100.18 0.00 45.95 0.00 25.35 Co13 48 0.55 100.18 0.00 45.95 0.00 25.35 Co13 49 0.54 100.18 0.00 45.95 0.00 25.35 Co13 50 1.58 100.18 0.00 45.95 0.00 25.35 Co13 51 1.58 100.18 0.00 45.95 0.00 25.35 Co13 52 4.70 100.18 0.00 45.95 0.00 25.35 Co13 53 4.70 100.18 0.00 45.95 0.00 25.35 Co13 54 1.58 100.18 0.00 45.95 0.00 25.35 Co13 55 1.58 100.18 0.00 45.95 0.00 25.35 Co13 56 0.55 100.18 0.00 45.95 0.00 25.35 Co13 57 0.55 100.18 0.00 45.95 0.00 25.35 Co14 1 2.97 67.02 0.00 26.83 0.00 14.19 Co14 2 0.81 67.02 0.00 26.83 0.00 14.19 Co14 3 0.81 67.02 0.00 26.83 0.00 14.19 Co14 4 0.81 67.02 0.00 26.83 0.00 14.19 Co14 5 0.81 67.02 0.00 26.83 0.00 14.19 Co14 6 2.43 67.02 0.00 26.83 0.00 14.19 Co14 7 0.81 67.02 0.00 26.83 0.00 14.19 Co14 8 0.81 67.02 0.00 26.83 0.00 14.19 Co14 9 0.81 67.02 0.00 26.83 0.00 14.19 Co14 10 -2.16 88.62 2.32 26.83 -8.58 20.66 Co14 11 -4.03 88.62 2.32 26.83 -8.58 20.66 Colo 12 -2.16 88.62 -2.67 26.83 9.86 17.73 Co14 13 -4.03 88.62 -2.67 26.83 9.86 17.73 14 14 -3.22 88.62 -2.67 26.83 9.86 17.73 Co14 15 -3.51 88.62 -2.67 26.83 9.86 17.73 Co14 16 -3.22 88.62 -2.67 26.83 9.86 17.73 Co14 17 -3.51 88.62 -2.67 26.83 9.86 17.73 Co14 18 -0.38 88.62 -2.00 26.83 7.39 17.73 Co14 19 -0.60 88.62 -2.00 26.83 7.39 17.73 Co14 20 0.56 67.02 -2.00 26.83 7.39 17.73 Co14 21 -0.99 88.62 -2.00 26.83 7.39 17.73 Co14 22 -2.00 88.62 -2.00 26.83 7.39 17.73 Co14 23 -2.22 88.62 -2.00 26.83 7.39 17.73 Co14 24 -1.21 88.62 -2.00 26.83 7.39 17.73 Co14 25 -2.61 88.62 -2.00 26.83 7.39 17.73 Co14 26 -2.00 88.62 -2.00 26.83 7.39 17.73 Co14 27 -2.22 88.62 -2.00 26.83 7.39 17.73 Co14 28 -1.21 88.62 -2.00 26.83 7.39 17.73 Co14 29 -2.61 88.62 -2.00 26.83 7.39 17.73 Co14 30 -2.00 88.62 -2.00 26.83 7.39 17.73 Co14 31 -2.22 88.62 -2.00 26.83 7.39 17.73 Co14 32 -1.21 88.62 -2.00 26.83 7.39 17.73 Co14 33 -2.61 88.62 -2.00 26.83 7.39 17.73 Colo 34 -2.30 88.62 2.32 26.83 -8.58 20.66 Co14 35 -4.17 88.62 2.32 26.83 -8.58 20.66 C014 36 -2.30 88.62 -2.67 26.83 9.86 17.73 Co14 37 -4.17 88.62 -2.67 26.83 9.86 17.73 Co14 38 -3.35 88.62 -2.67 26.83 9.86 17.73 Co14 39 -3.65 88.62 -2.67 26.83 9.86 17.73 Co14 40 -3.35 88.62 -2.67 26.83 9.86 17.73 Co14 41 -3.65 88.62 -2.67 26.83 9.86 17.73 Co14 42 0.82 67.02 0.00 26.83 0.00 14.19 Co14 43 0.82 67.02 0.00 26.83 0.00 14.19 Co14 44 2.44 67.02 0.00 26.83 0.00 14.19 Co14 45 2.44 67.02 0.00 26.83 0.00 14.19 0 0 14 46 0.82 67.02 0.00 26.83 0.00 14.19 o14 47 0.82 67.02 0.00 26.83 0.00 14.19 Co14 48 0.28 67.02 0.00 26.83 0.00 14.19 Co14 49 0.28 67.02 0.00 26.83 0.00 14.19 Co14 50 0.82 67.02 0.00 26.83 0.00 14.19 Co14 51 0.82 67.02 0.00 26.83 0.00 14.19 3/8/2017 EwDEs-L.o ut Page 134 of 180 Co14 52 2.44 67.02 0.00 26.83 0.00 14.19 Co14 53 2.44 67.02 0.00 26.83 0.00 14.19 • Co14 54 0.82 67.02 0.00 26.83 0.00 14.19 Co14 55 0.82 67.02 0.00 26.83 0.00 14.19 Co14 56 0.28 67.02 0.00 26.83 0.00 14.19 Co14 57 0.28 67.02 0.00 26.83 0.00 14.19 ----- ---- ------ ------ ------ ------ ------ ------ Rafl 1 0.65 57.96 2.60 26.83 -13.05 21.18 Rafl 2 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 3 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 4 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 5 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 6 1.13 57.96 -3.84 26.83 19.24 21.18 Rafl 7 0.44 57.96 -2.42 26.83 12.13 21.18 Rafl 8 2.99 57.96 -2.62 26.83 13.14 21.18 Rafl 9 2.30 57.96 -1.20 26.83 6.03 21.18 Rafl 10 0.31 57.96 -3.84 26.83 19.24 21.18 Rafl 11 0.05 57.96 0.18 26.83 -0.91 21.18 Rafl 12 1.34 57.96 -0.91 26.83 4.56 21.18 Rafl 13 0.82 57.96 0.15 26.83 -0.77 21.18 Rafl 14 2.73 57.96 0.00 26.83 -0.01 21.18 Rafl 15 2.22 57.96 1.07 26.83 -5.34 21.18 Rafl 16 0.73 57.96 -0.91 26.83 4.56 21.18 Rafl 17 0.53 57.96 2.11 26.83 -10.55 21.18 Rafl 18 0.96 57.96 -2.40 26.83 12.05 21.18 Rafl 19 0.96 57.96 -2.40 26.83 12.05 21.18 Rafl 20 0.96 57.96 -2.40 26.83 12.05 21.18 Rafl 21 0.45 57.96 -1.34 26.83 6.72 21.18 Rafl 22 0.45 57.96 -1.34 26.83 6.72 21.18 Rafl 23 0.45 57.96 -1.34 26.83 6.72 21.18 Rafl 24 2.36 57.96 -1.49 26.83 7.48 21.18 Rafl 25 2.36 57.96 -1.49 26.83 7.48 21.18 Rafl 26 2.36 57.96 -1.49 26.83 7.48 21.18 Rafl 27 1.85 57.96 -0.43 26.83 2.14 21.18 Rafl 28 1.85 57.96 -0.43 26.83 2.14 21.18 • Rafl 29 1.85 57.96 -0.43 26.83 2.14 21.18 Rafl 30 0.35 57.96 -2.40 26.83 12.05 21.18 Rafl 31 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 32 0.35 57.96 -2.40 26.83 12.05 21.18 Raft 33 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 34 0.35 57.96 -2.40 26.83 12.05 21.18 Rafl 35 0.15 57.96 0.61 26.83 -3.06 21.18 Rafl 36 0.15 57.96 0.62 26.83 -3.10 21.18 Rafl 37 0.19 57.96 0.62 26.83 -3.09 21.18 Rafl 38 0.53 57.96 2.11 26.83 -10.59 21.18 Rafl 39 0.55 57.96 2.11 26.83 -10.58 21.18 Rafl 40 0.15 57.96 0.62 26.83 -3.10 21.18 Rafl 41 0.18 57.96 0.62 26.83 -3.09 21.18 Raft 42 0.05 57.96 0.18 26.83 -0.90 21.18 Rafl 43 0.08 57.96 0.18 26.83 -0.89 21.18 Raft 1 0.67 57.52 2.67 26.83 -13.76 21.18 Raf2 2 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 3 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 4 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 5 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 6 -4.63 88.62 -2.33 26.83 7.08 21.18 Raf2 7 -0.94 88.62 -2.57 26.83 13.71 21.09 Raf2 8 -2.30 88.62 -1.66 26.83 5.28 21.18 Raf2 9 1.44 57.52 -1.91 26.83 13.19 21.18 Raf2 10 =1.55 88.62 -3.07 26.83 12.36 21.18 Raf2 11 0.05 57.52 0.19 26.83 -0.96 21.18 Raf2 12 -3.46 88.62 1.11 26.83 -7.42 21.18 Raf2 13 -0.70 88.62 0.09 26.83 -0.26 21.18 Raf2 14 -1.71 88.62 0.77 26.83 -7.81 21.18 Raf2 15 1.58 57.52 0.59 26.83 -1.63 21.18 Raf2 16 -1.15 88.62 0.63 26.83 -1.77 21.18 Raf2 17 0.54 57.52 2.16 26.83 -11.13 21.18 Raf2 18 -3.47 88.62 -1.26 26.83 3.30 21.18 Raf2 19 -3.47 88.62 -1.26 26.83 3.30 21.18 Raf2 20 -3.47 88.62 -1.26 26.83 3.30 21.18 Raf2 21 -0.70 88.62 -1.44 26.83 7.77 21.18 Raf2 22 -0.70 88.62 -1.44 26.83 7.77 21.18 3/8/202j �wDCs-L.out Page 135 of 180 Raft 23 -0.70 88.62 -1.44 26.83 7.77 21.18 Raf2 24 -1.72 88.62 -0.76 26.83 1.94 21.18 Raf2 25 -1.72 88.62 -0.76 26.83 1.94 21.18 Raf2 26 -1.72 88.62 -0.76 26.83 1.94 21.18 Raf2 27 1.20 57.52 -0.94 26.83 7.38 21.18 Raf2 28 1.20 57.52 -0.94 26.83 7.38 21.18 Raf2 29 1.20 57.52 -0.94 26.83 7.38 21.18 Raf2 30 -1.16 88.62 -1.82 26.83 6.90 21.18 Raf2 31 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 32 -1.16 88.62 -1.82 26.83 6.90 21.18 Raf2 33 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 34 -1.16 88.62 -1.82 26.83 6.90 21.18 Raf2 35 0.16 57.52 0.63 26.83 -3.23 21.18 Raf2 36 0.14 57.52 0.64 26.83 -3.30 21.18 Raf2 37 0.18 57.52 0.63 26.83 -3.22 21.18 Raf2 38 0.52 57.52 2.17 26.83 -11.19 21.18 Raf2 39 0.56 57.52 2.16 26.83 -11.13 21.18 Raf2 40 0.14 57.52 0.64 26.83 -3.29 21.18 Raf2 41 0.18 57.52 0.63 26.83 -3.23 21.18 Raf2 42 0.02 57.52 0.19 26.83 -0.99 21.18 Raf2 43 0.07 57.52 0.18 26.83 -0.90 21.18 Raf3 1 0.67 57.52 -2.67 26.83 -13.76 21.18 Raf3 2 0:16 57.52 -0.63 26.83 -3.23 21.18 Raf3 3 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 4 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 5 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 6 -4.78 88.62 1.61 26.83 5.40 21.18 Raf3 7 -0.79 88.62 3.28 26.83 14.12 21.09 Raf3 8 -2.45 88.62 0.95 26.83 3.76 21.18 Raf3 9 1.59 57.52 2.62 26.83 13.19 21.18 Raf3 10 -1.77 88.62 2.20 26.83 11.52 21.18 Raf3 11 0.05 57.52 -0.19 26.83 -0.96 21.18 Raf3 12 -3.58 88.62 -0.81 26.83 -7.42 21.18 Raf3 13 -0.58 88.62 0.44 26.83 1.09 21.18 � af3 14 -1.83 88.62 -1.31 26.83 -7.81 21.18 af3 15 1.70 57.52 -0.05 26.83 -0.51 21.18 Raf3 16 -1.32 88.62 -0.37 26.83 -1.77 21.18 Raf3 17 0.54 57.52 -2.16 26.83 -11.13 21.18 Raf3 18 -3.58 88.62 0.72 26.83 1.96 21.18 Raf3 19 -3.58 88.62 0.72 26.83 1.96 21.18 Raf3 20 -3.58 88.62 0.72 26.83 1.96 21.18 Raf3 21 -0.59 88.62 1.98 26.83 8.17 21.18 Raf3 22 -0.59 88.62 1.98 26.83 8.17 21.18 Raf3 23 -0.59 88.62 1.98 26.83 8.17 21.18 Raf3 24 -1.83 88.62 0.22 26.83 0.59 21.18 Raf3 25 -1.83 88.62 0.22 26.83 0.59 21.18 Raf3 26 -1.83 88.62 0.22 26.83 0.59 21.18 Raf3 27 1.31 57.52 1.48 26.83 7.38 21.18 Raf3 28 1.31 57.52 1.48 26.83 7.38 21.18 Raf3 29 1.31 57.52 1.48 26.83 7.38 21.18 Raf3 30 -1.33 88.62 1.17 26.83 6.13 21.18 Raf3 31 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 32 -1.33 88.62 1.17 26.83 6.13 21.18 Raf3 33 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 34 -1.33 88.62 1.17 26.83 6.13 21.18 Raf3 35 0.16 57.52 -0.63 26.83 -3.23 21.18 Raf3 36 0.15 57.52 -0.64 26.83 -3.30 21.18 Raf3 37 0.17 57.52 -0.63 26.83 -3.22 21.18 Raf3 38 0.53 57.52 -2.17 26.83 -11.19 21.18 Raf3 39 0.55 57.52 -2.16 26.83 -11.13 21.18 Raf3 40 0.15 57.52 -0.64 26.83 -3.29 21.18 Raf3 41 0.17 57.52 -0.63 26.83 -3.23 21.18 Raf3 42 0.03 57.52 -0.19 26.83 -0.99 21.18 Raf3 43 0.06 57.52 -0.18 26.83 -0.90 21.18 Raf4 1 0.65 57.96 -2.60 26.83 -13.05 21.18 Raf4 2 0.15 57.96 -0.61 26.83 -3.06 21.18 &af4 3 0.15 57.96 -0.61 26.83 -3.06 21.18 af4 4 0.15 57.96 -0.61 26.83 -3.06 21.18 Raf4 5 0.15 57.96 -0.61 26.83 -3.06 21.18 Raf4 6 -3.73 88.62 2.42 26.83 12.13 21.18 Raf4 7 1.13 57.96 3.84 26.83 19.24 21.18 Raf4 8 -1.87 88.62 1.20 26.83 6.03 21.18 3/8/201 �WA25-L.D ut Page 136 of 180 Raf4 9 2.99 57.96 2.62 26.83 13.14 21.18 Raf4 10 -0.65 88.62 2.12 26.83 10.60 21.18 Raf4 11 0.05 57.96 -0.18 26.83 -0.91 21.18 • Raf4 12 -3.29 88.62 -0.15 26.83 -0.77 21.18 Raf4 13 1.34 57.96 0.91 26.83 4.56 21.18 Raf4 14 -1.89 88.62 -1.07 26.83 -5.34 21.18 Raf4 15 2.73 57.96 0.00 26.83 -0.01 21.18 Raf4 16 -0.98 88.62 -0.38 26.83 -1.92 21.18 Raf4 17 0.53 57.96 -2.11 26.83 -10.55 21.18 Raf4 18 -2.91 88.62 1.34 26.83 6.72 21.18 Raf4 19 -2.91 88.62 1.34 26.83 6.72 21.18 Raf4 20 -2.91 88.62 1.34 26.83 6.72 21.18 Raf4 21 0.96 57.96 2.40 26.83 12.05 21.18 Raf4 22 0.96 57.96 2.40 26.83 12.05 21.18 Raf4 23 0.96 57.96 2.40 26.83 12.05 21.18 Raf4 24 -1.52 88.62 0.43 26.83 2.14 21.18 Raf4 25 -1.52 88.62 0.43 26.83 2.14 21.18 Raf4 26 -1.52 88.62 0.43 26.83 2.14 21.18 Raf4 27 2.36 57.96 1.49 26.83 7.48 21.18 Raf4 28 2.36 57.96 1.49 26.83 7.48 21.18 Raf4 29 2.36 57.96 1.49 26.83 7.48 21.18 Raf4 30 -0.61 88.62 1.11 26.83 5.57 21.18 Raf4 31 0.15 57.96 -0.61 26.83 -3.06 21.18 Raf4 32 -0.61 88.62 1.11 26.83 5.57 21.18 Raf4 33 0.15 57.96 -0.61 26.83 -3.06 21.18 Raf4 34 -0.61 88.62 1.11 26.83 5.57 21.18 Raf4 35 0.15 57.96 -0.61 26.83 -3.06 21.18 Raf4 36 0.15 57.96 -0.62 26.83 -3.09 21.18 Raf4 37 0.15 57.96 -0.62 26.83 -3.10 21.18 Raf4 38 0.53 57.96 -2.11 26.83 -10.58 21.18 Raf4 39 0.53 57.96 -2.11 26.83 -10.59 21.18 Raf4 40 0.15 57.96 -0.62 26.83 -3.09 21.18 Raf4 41 0.15 57.96 -0.62 26.83 -3.10 21.18 Raf4 42 0.04 57.96 -0.18 26.83 -0.89 21.18 Raf4 43 0.05 57.96 -0.18 26.83 -0.90 21.18 • STRENGTH RATIO: Load Axial+ Shear+ Control Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ------- Coll 1 0.04 0.00 0.00 0.04 0.04 Coll 2 0.01 0.00 0.00 0.01 0.01 Coll 3 0.01 0.00 0.00 0.01 0.01 Coll 4 0.01 0.00 0.00 0.01 0.01 Coll 5 0.01 0.00 0.00 0.01 0.01 Coll 6 0.04 0.00 0.00 0.04 0.04 Coll 7 0.01 0.00 0.00 0.01 0.01 Coll 8 0.01 0.00 0.00 0.01 0.01 Coll 9 0.01 0.00 0.00 0.01 0.01 Coll 10 0.03 0.09 0.41 0.41 0.41 Coll 11 0.02 0.09 0.41 0.41 0.41 Coll 12 0.04 0.10 0.56 0.58 0.58 Coll 13 0.05 0.10 0.56 0.58 0.58 Coll 14 0.03 0.10 0.56 0.57 0.57 Coll 15 0.10 0.10 0.56 0.61 0.61 Coll 16 0.03 0.10 0.56 0.57 0.57 Coll 17 0.10 0.10 0.56 0.61 0.61 Coll 18 0.05 0.07 0.42 0.44 0.44 Coll 19 0.11 0.07 0.42 0.47 0.47 Coll 20 0.06 0.07 0.42 0.45 0.45 Coll 21 0.07 0.07 0.42 0.45 0.45 Coll 22 0.03 0.07 0.42 0.43 0.43 Coll 23 0.09 0.07 0.42 0.46 0.46 Coll 24 0.04 0.07 0.42 0.44 0.44 Coll 25 0.04 0.07 0.42 0.44 0.44 Coll 26 0.03 0.07 0.42 0.43 0.43 Coll 27 0.09 0.07 0.42 0.46 0.46 • Coll 28 0.04 0.07 0.42 0.44 0.44 Coll 29 0.04 0.07 0.42 0.44 0.44 Coll 30 0.03 0.07 0.42 0.43 0.43 Coll 31 0.09 0.07 0.42 0.46 0.46 Coll 32 0.04 0.07 0.42 0.44 0.44 3/g/�o2 ewes- .out Page 137 of 180 Coll 33 0.04 0.07 0.42 0.44 0.44 o11 34 0.03 0.09 0.41 0.41 0.41 11 35 0.03 0.09 0.41 0.41 0.41 oll 36 0.04 0.10 0.56 0.58 0.58 Coll 37 0.04 0.10 0.56 0.58 0.58 Coll 38 0.02 0.10 0.56 0.57 0.57 Coll 39 0.10 0.10 0.56 0.61 0.61 Coll 40 0.02 0.10 0.56 0.57 0.57 Coll 41 0.10 0.10 0.56 0.61 0.61 Coll 42 0.01 0.00 0.00 0.01 O.til Coll 43 0.01 0.00 0.00 0.01 0.01 Coll 44 0.04 0.00 0.00 0.04 0.04 Coll 45 0.04 0.00 0.00 0.04 0.04 Coll 46 0.01 0.00 0.00 0.01 0.01 Coll 47 0.01 0.00 0.00 0.01 0.01 Coll 48 0.00 0.00 0.00 0.00 0.00 Coll 49 0.00 0.00 0.00 0.00 0.00 Coll 50 0.01 0.00 0.00 0.01 0.01 Coll 51 0.01 0.00 0.00 0.01 0.01 Coll 52 0.04 0.00 0.00 0.04 0.04 Coll 53 0.04 0.00 0.00 0.04 0.04 Coll 54 0.01 0.00 0.00 0.01 0.01 Coll 55 0.01 0.00 0.00 0.01 0.01 Coll 56 0.00 0.00 0.00 0.00 0.00 Coll 57 0.01 0.00 0.00 0.01 0.01 Co12 1 0.06 0.00 0.00 0.06 0.06 Co12 2 0.02 0.00 0.00 0.02 0.02 Co12 3 0.02 0.00 0.00 0.02 0.02 Co12 4 0.02 0.00 0.00 0.02 0.02 Co12 5 0.02 0.00 0.00 0.02 0.02 Co12 6 0.05 0.00 0.00 0.05 0.05 Co12 7 0.02 0.00 0.00 0.02 0.02 Co12 8 0.02 0.00 0.00 0.02 0.02 .Co12 9 0.02 0.00 0.00 0.02 0.02 12 10 0.05 0.13 0.79 0.76 0.76 012 11 0.02 0.13 0.79 0.77 0.77 Co12 12 0.05 0.14 0.88 0.84 0.84 Co12 13 0.02 0.14 0.88 0.85 0.85 Co12 14 0.02 0.14 0.88 0.85 0.85 Co12 15 0.04 0.14 0.88 0.83 0.83 Co12 16 0.02 0.14 0.88 0.85 0.85 Co12 17 0.04 0.14 0.88 0.83 0.83 Co12 18 0.02 0.11 0.66 0.67 0.67 Co12 19 0.01 0.11 0.66 0.66 0.66 Co12 20 0.01 0.11 0.66 0.65 0.65 Co12 21 0.02 0.11 0.66 0.67 0.67 Co12 22 0.01 0.11 0.66 0.65 0.65 Co12 23 0.02 0.11 0.66 0.63 0.63 Co12 24 0.03 0.11 0.66 0.63 0.63 Co12 25 0.01 0.11 0.66 0.65 0.65 Co12 26 0.01 0.11 0.66 0.65 0.65 Co12 27 0.02 0.11 0.66 0.63 0.63 Co12 28 0.03 0.11 0.66 0.63 0.63 Co12 29 0.01 0.11 0.66 0.65 0.65 Co12 30 0.01 0.11 0.66 0.65 0.65 Co12 31 0.02 0.11 0.66 0.63 0.63 Co12 32 0.03 0.11 0.66 0.63 0.63 Co12 33 0.01 0.11 0.66 0.65 0.65 Co12 34 0.05 0.13 0.79 0.76 0.76 Co12 35 0.02 0.13 0.79 0.77 0.77 Co12 36 0.05 0.14 0.88 0.84 0.84 Co12 37 0.02 0.14 0.88 0.85 0.85 Co12 38 0.03 0.14 0.88 0.85 0.85 Co12 39 0.04 0.14 0.88 0.83 0.83 Co12 40 0.03 0.14 0.88 0.85 0.85 Co12 41 0.04 0.14 0.88 0.83 0.83 12 42 0.02 0.00 0.00 0.02 0.02 012 43 0.02 0.00 0.00 0.02 0.02 Co12 44 0.05 0.00 0.00 0.05 0.05 Co12 45 0.05 0.00 0.00 0.05 0.05 Co12 46 0.02 0.00 0.00 0.02 0.02 Co12 47 0.02 0.00 0.00 0.02 0.02 3/g/2o2�- �wpes- .out Page 138 of 180 Co12 48 0.01 0.00 0.00 0.01 0.01 Co12 49 0.01 0.00 0.00 0.01 0.01 Co12 50 0.02 0.00 0.00 0.02 0.02 Co12 51 0.02 0.00 0.00 0.02 0.02 Co12 52 0.05 0.00 0.00 0.05 0.05 Co12 53 0.05 0.00 0.00 0.05 0.05 Co12 54 0.02 0.00 0.00 0.02 0.02 Co12 55 0.02 0.00 0.00 0.02 0.02 Co12 56 0.01 0.00 0.00 0.01 0.01 Co12 57 0.01 0.00 0.00 0.01 0.01 Co13 1 0.06 0.00 0.00 0.06 0.06 Co13 2 0.02 0.00 0.00 0.02 0.02 Co13 3 0.02 0.00 0.00 0.02 0.02 Co13 4 0.02 0.00 0.00 0.02 0.02 Co13 5 0.02 0.00 0.00 0.02 0.02 Co13 6 0.05 0.00 0.00 0.05 0.05 Co13 7 0.02 0.00 0.00 0.02 0.02 Co13 8 0.02 0.00 0.00 0.02 0.02 Co13 9 0.02 0.00 0.00 0.02 0.02 Co13 10 0.03 0.13 0.79 0.76 0.76 Co13 11 0.05 0.13 0.79 0.76 0.76 Co13 12 0.03 0.14 0.88 0.84 0.84 Co13 13 0.05 0.14 0.88 0.84 0.84 Co13 14 0.03 0.14 0.88 0.84 0.84 Co13 15 0.05 0.14 0.88 0.84 0.84 Co13 16 0.03 0.14 0.88 0.84 0.84 Co13 17 0.05 0.14 0.88 0.84 0.84 Co13 18 0.01 0.11 0.66 0.66 0.66 Co13 19 0.01 0.11 0.66 0.65 0.65 Co13 20 0.01 0.11 0.66 0.66 0.66 Co13 21 0.01 0.11 0.66 0.65 0.65 Co13 22 0.02 0.11 0.66 0.64 0.64 C013 23 0.03 0.11 0.66 0.63 0.63 Co13 24 0.02 0.11 0.66 0.64 0.64 Co13 25 0.03 0.11 0.66 0.62 0.62 Co13 26 0.02 0.11 0.66 0.64 0.64 Co13 27 0.03 0.11 0.66 0.63 0.63 Co13 28 0.02 0.11 0.66 0.64 0.64 Co13 29 0.03 0.11 0.66 0.62 0.62 Co13 30 0.02 0.11 0.66 0.64 0.64 Co13 31 0.03 0.11 0.66 0.63 0.63 Co13 32 0.02 0.11 0.66 0.64 0.64 Co13 33 0.03 0.11 0.66 0.62 0.62 Co13 34 0.03 0.13 0.79 0.75 0.75 Co13 35 0.05 0.13 0.79 0.76 0.76 Co13 36 0.03 0.14 0.88 0.84 0.84 Co13 37 0.05 0.14 0.88 0.84 0.84 Co13 38 0.03 0.14 0.88 0.84 0.84 Co13 39 0.06 0.14 0.88 0.84 0.84 Co13 40 0.03 0.14 0.88 0.84 0.84 Co13 41 0.06 0.14 0.88 0.84 0.84 Co13 42 0.02 0.00 0.00 0.02 0.02 Co13 43 0.02 0.00 0.00 0.02 0.02 Co13 44 0.05 0.00 0.00 0.05 0.05 Co13 45 0.05 0.00 0.00 0.05 0.05 Co13 46 0.02 0.00 0.00 0.02 0.02 Co13 47 0.02 0.00 0.00 0.02 0.02 Co13 48 0.01 0.00 0.00 0.01 0.01 Co13 49 0.01 0.00 0.00 0.01 0.01 Co13 50 0.02 0.00 0.00 0.02 0.02 Co13 51 0.02 0.00 0.00 0.02 0.02 Co13 52 0.05 0.00 0.00 0.05 0.05 Co13 53 0.05 0.00 0.00 0.05 0.05 Co13 54 0.02 0.00 0.00 0.02 0.02 Co13 55 0.02 0.00 0.00 0.02 0.02 Co13 56 0.01 0.00 0.00 0.01 0.01 Co13 57 0.01 0.00 0.00 0.01 0.01 • Co14 1 0.04 0.00 0.00 0.04 0.04 Co14 2 0.01 0.00 0.00 0.01 0.01 Co14 3 0.01 0.00 0.00 0.01 0.01 Co14 4 0.01 0.00 0.00 0.01 0.01 Co14 5 0.01 0.00 0.00 0.01 0.01 3/8/2017 Page 139 of 180 Co14 6 0.04 0.00 0.00 0.04 0.04 014 7 0.01 0.00 0.00 0.01 0.01 14 8 0.01 0.00 0.00 0.01 0.01 014 9 0.01 0.00 0.00 0.01 0.01 Co14 10 0.02 0.09 0.41 0.41 0.41 Co14 11 0.05 0.09 0.41 0.42 0.42 Co14 12 0.02 0.10 0.56 0.52 0.52 Co14 13 0.05 0.10 0.56 0.48 0.48 Co14 14 0.04 0.10 0.56 0.50 0.50 Co14 15 0.04 0.10 0.56 0.49 0.49 Co14 16 0.04 0.10 0.56 0.50 0.50 Co14 17 0.04 0.10 0.56 0.49 0.49 Co14 18 0.00 0.07 0.42 0.41 0.41 Co14 19 0.01 0.07 0.42 0.41 0.41 Co14 20 0.01 0.07 0.42 0.42 0.42 Co14 21 0.01 0.07 0.42 0.40 0.40 Co14 22 0.02 0.07 0.42 0.38 0.38 Co14 23 0.03 0.07 0.42 0.38 0.38 Co14 24 0.01 0.07 0.42 0.40 0.40 Co14 25 0.03 0.07 0.42 0.37 0.37 Co14 26 0.02 0.07 0.42 0.38 0.38 Co14 27 0.03 0.07 0.42 0.38 0.38 Co14 28 0.01 0.07 0.42 0.40 0.40 Co14 29 0.03 0.07 0.42 0.37 0.37 Co14 30 0.02 0.07 0.42 0.38 0.38 Co14 31 0.03 0.07 0.42 0.38 0.38 Co14 32 0.01 0.07 0.42 0.40 0.40 Co14 33 0.03 0.07 0.42 0.37 0.37 Co14 34 0.03 0.09 0.41 0.41 0.41 Co14 35 0.05 0.09 0.41 0.42 0.42 Co14 36 0.03 0.10 0.56 0.51 0.51 Co14 37 0.05 0.10 0.56 0.48 0.48 Co14 38 0.04 0.10 0.56 0.49 0.49 Co14 39 0.04 0.10 0.56 0.49 0.49 14 40 0.04 0.10 0.56 0.49 0.49 014 41 0.04 0.10 0.56 0.49 0.49 Co14 42 0.01 0.00 0.00 0.01 0.01 Co14 43 0.01 0.00 0.00 0.01 0.01 Co14 44 0.04 0.00 0.00 0.04 0.04 Co14 45 0.04 0.00 0.00 0.04 0.04 Co14 46 0.01 0.00 0.00 0.01 0.01 Co14 47 0.01 0.00 0.00 0.01 0.01 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 0.01 0.00 0.00 0.01 0.01 Co14 51 0.01 0.00 0.00 0.01 0.01 Co14 52 0.04 0.00 0.00 0.04 0.04 Co14 53 0.04 0.00 0.00 0.04 0.04 Co14 54 0.01 0.00 0.00 0.01 0.01 Co14 55 0.01 0.00 0.00 0.01 0.01 Co14 56 0.00 0.00 0.00 0.00 0.00 Co14 57 0.00 0.00 0.00 0.00 0.00 ----- ---- ----- ----- ------ ------ ------ ------- Rafl 1 0.01 0.10 0.62 0.62 0.62 Rafl 2 0.00 0.02 0.14 0.14 0.14 Rafl 3 0.00 0.02 0.14 0.14 0.14 Rafl 4 0.00 0.02 0.14 0.14 0.14 Rafl 5 0.00 0.02 0.14 0.14 0.14 Rafl 6 0.02 0.14 0.91 0.92 0.92 Rafl 7 0.01 0.09 0.57 0.58 0.58 Rafl 8 0.05 0.10 0.62 0.65 0.65 Rafl 9 0.04 0.04 0.28 0.30 0.30 Rafl 10 0.01 0.14 0.91 0.91 0.91 Rafl 11 0.00 0.01 0.04 0.04 0.04 Rafl 12 0.02 0.03 0.22 0.22 0.22 Rafl 13 0.01 0.01 0.04 0.04 0.04 Wfl 14 0.05 0.00 0.00 0.05 0.05 fl 15 0.04 0.04 0.25 0.27 0.27 Raft 16 0.01 0.03 0.22 0.22 0.22 Rafl 17 0.01 0.08 0.50 0.50 0.50 Rafl 18 0.02 0.09 0.57 0.58 0.58 Rafl 19 0.02 0.09 0.57 0.58 0.58 3/8/2027 EwD25-L.out Page 140 of 180 Rafl 20 0.02 0.09 0.57 0.58 0.58 Rafl 21 0.01 0.05 0.32 0.32 0.32 Rafl 22 0.01 0.05 0.32 0.32 0.32 Rafl 23 0.01 0.05 0.32 0.32 0.32 • Rafl 24 0.04 0.06 0.35 0.37 0.37 Rafl 25 0.04 0.06 0.35 0.37 0.37 Rafl 26 0.04 0.06 0.35 0.37 0.37 Rafl 27 0.03 0.02 0.10 0.12 0.12 Rafl 28 0.03 0.02 0.10 0.12 0.12 Rafl 29 0.03 0.02 0.10 0.12 0.12 Rafl 30 0.01 0.09 0.57 0.57 0.57 Rafl 31 0.00 0.02 0.14 0.14 0.14 Rafl 32 0.01 0.09 0.57 0.57 0.57 Rafl 33 0.00 0.02 0.14 0.14 0.14 Rafl 34 0.01 0.09 0.57 0.57 0.57 Rafl 35 0.00 0.02 0.14 0.14 0.14 Rafl 36 0.00 0.02 0.15 0.15 0.15 Rafl 37 0.00 0.02 0.15 0.15 0.15 Rafl 38 0.01 0.08 0.50 0.50 0.50 Rafl 39 0.01 0.08 0.50' 0.50 0.50 Rafl 40 0.00 0.02 0.15 0.15 0.15 Rafl 41 0.00 0.02 0.15 0.15 0.15 Rafl 42 0.00 0.01 0.04 0.04 0.04 Rafl 43 0.00 0.01 0.04 0.04 0.04 Raft 1 0.01 0.10 0.65 0.65 0.65 Raft 2 0.00 0.02 0.15 0.15 0.15 Raft 3 0.00 0.02 0.15 0.15 0.15 Raft 4 0.00 0.02 0.15 0.15 0.15 Raft 5 0.00 0.02 0.15 0.15 0.15 Raf2 6 0.05 0.09 0.33 0.36 0.36 Raf2 7 0.01 0.10 0.65 0.65 0.65 Raf2 8 0.03 0.06 0.25 0.26 0.26 Raf2 9 0.02 0.07 0.62 0.63 0.63 Raf2 10 0.02 0.11 0.58 0.59 0.59 Raf2 11 0.00 0.01 0.05 0.05 0.05 • Raf2 12 0.04 0.04 0.35 0.37 0.37 Raf2 13 0.01 0.00 0.01 0.01 0.01 Raf2 14 0.02 0.03 0.37 0.37 0.37 Raf2 15 0.03 0.02 0.08 0.09 0.09 Raf2 16 0.01 0.02 0.08 0.09 0.09 Raf2 17 0.01 0.08 0.53 0.53 0.53 Raf2 18 0.04 0.05 0.16 0.17 0.17 Raf2 19 0.04 0.05 0.16 0.17 0.17 Raf2 20 0.04 0.05 0.16 0.17 0.17 Raf2 21 0.01 0.05 0.37 0.37 0.37 Raf2 22 0.01 0.05 0.37 0.37 0.37 Raf2 23 0.01 0.05 0.37 0.37 0.37 Raf2 24 0.02 0.03 0.09 0.10 0.10 Raf2 25 0.02 0.03 0.09 0.10 0.10 Raf2 26 0.02 0.03 0.09 0.10 0.10 Raf2 27 0.02 0.04 0.35 0.36 0.36 Raf2 28 0.02 0.04 0.35 0.36 0.36 Raf2 29 0.02 0.04 0.35 0.36 0.36 Raf2 30 0.01 0.07 0.33 0.33 0.33 Raf2 31 0.00 0.02 0.15 0.15 0.15 Raf2 32 0.01 0.07 0.33 0.33 0.33 Raf2 33 0.00 0.02 0.15 0.15 0.15 Raf2 34 0.01 0.07 0.33 0.33 0.33 Raf2 35 0.00 0.02 0.15 0.15 0.15 Raf2 36 0.00 0.02 0.16 0.16 0.16 Raf2 37 0.00 0.02 0.15 0.15 0.15 Raf2 38 0.01 0.08 0.53 0.53 0.53 Raf2 39 0.01 0.08 0.53 0.53 0.53 Raf2 40 0.00 0.02 0.16 0.16 0.16 Raf2 41 0.00 0.02 0.15 0.15 0.15 Raf2 42 0.00 0.01 0.05 0.05 0.05 Raf2 43 0.00 0.01 0.04 0.04 0.04 • Raf3 1 0.01 0.10 0.65 0.65 0.65 Raf3 2 0.00 0.02 0.15 0.15 0.15 Raf3 3 0.00 0.02 0.15 0.15 0.15 Raf3 4 0.00 0.02 0.15 0.15 0.15 Raf3 5 0.00 0.02 0.15 0.15 0.15 3/8/2oi� EwDes-L.O ut Page 141 of 180 Raf3 6 0.05 0.06 0.26 0.28 0.28 0a af3 7 0.01 0.12 0.67 0.66 0.66 f3 8 0.03 0.04 0.18 0.19 0.19 f3 9 0.03 0.10 0.62 0.64 0.64 Raf3 10 0.02 0.08 0.54 0.55 0.55 Raf3 11 0.00 0.01 0.05 0.05 0.05 Raf3 12 0.04 0.03 0.35 0.37 0.37 Raf3 13 0.01 0.02 0.05 0.05 0.05 Raf3 14 0.02 0.05 0.37 0.37 0.37 Raf3 15 0.03 0.00 0.02 0.03 0.03 Raf3 16 0.01 0.01 0.08 0.09 0.09 Raf3 17 0.01 0.08 0.53 0.53 0.53 Raf3 18 0.04 0.03 0.09 0.11 0.11 Raf3 19 0.04 0.03 0.09 0.11 0.11 Raf3 20 0.04 0.03 0.09 0.11 0.11 Raf3 21 0.01 0.07 0.39 0.38 0.38 Raf3 22 0.01 0.07 0.39 0.38 0.38 Raf3 23 0.01 0.07 0.39 0.38 0.38 Raf3 24 0.02 0.01 0.03 0.04 0.04 Raf3 25 0.02 0.01 0.03 0.04 0.04 Raf3 26 0.02 0.01 0.03 0.04 0.04 Raf3 27 0.02 0.06 0.35 0.36 0.36 Raf3 28 0.02 0.06 0.35 0.36 0.36 Raf3 29 0.02 0.06 0.35 0.36 0.36 Raf3 30 0.01 0.04 0.29 0.29 0.29 Raf3 31 0.00 0.02 0.15 0.15 0.15 Raf3 32 0.01 0.04 0.29 0.29 0.29 Raf3 33 0.00 0.02 0.15 0.15 0.15 Raf3 34 0.01 0.04 0.29 0.29 0.29 Raf3 35 0.00 0.02 0.15 0.15 0.15 Raf3 36 0.00 0.02 0.16 0.16 0.16 Raf3 37 0.00 0.02 0.15 0.15 0.15 Raf3 38 0.01 0.08 0.53 0.53 0.53 Raf3 39 0.01 0.08 0.53 0.53 0.53 Waf3 40 0.00 0.02 0.16 0.16 0.16 f3 41 0.00 0.02 0.15 0.15 0.15 Raf3 42 0.00 0.01 0.05 0.05 0.05 Raf3 43 0.00 0.01 0.04 0.04 0.04 Raf4 1 0.01 0.10 0.62 0.62 0.62 Raf4 2 0.00 0.02 0.14 0.14 0.14 Raf4 3 0.00 0.02 0.14 0.14 0.14 Raf4 4 0.00 0.02 0.14 0.14 0.14 Raf4 5 0.00 0.02 0.14 0.14 0.14 Raf4 6 0.04 0.09 0.57 0.59 0.59 Raf4 7 0.02 0.14 0.91 0.92 0.92 Raf4 8 0.02 0.04 0.28 0.29 0.29 Raf4 9 0.05 0.10 0.62 0.65 0.65 Raf4 10 0.01 0.08 0.50 0.50 0.50 Raf4 11 0.00 0.01 0.04 0.04 0.04 Raf4 12 0.04 0.01 0.04 0.05 0.05 Raf4 13 0.02 0.03 0.22 0.22 0.22 Raf4 14 0.02 0.04 0.25 0.26 0.26 Raf4 15 0.05 0.00 0.00 0.05 0.05 Raf4 16 0.01 0.01 0.09 0.09 0.09 Raf4 17 0.01 0.08 0.50 0.50 0.50 Raf4 18 0.03 0.05 0.32 0.33 0.33 Raf4 19 0.03 0.05 0.32 0.33 0.33 Raf4 20 0.03 0.05 0.32 0.33 0.33 Raf4 21 0.02 0.09 0.57 0.58 0.58 Raf4 22 0.02 0.09 0.57 0.58 0.58 Raf4 23 0.02 0.09 0.57 0.58 0.58 Raf4 24 0.02 0.02 0.10 0.11 0.11 Raf4 25 0.02 0.02 0.10 0.11 0.11 Raf4 26 0.02 0.02 0.10 0.11 0.11 Raf4 27 0.04 0.06 0.35 0.37 0.37 Raf4 28 0.04 0.06 0.35 0.37 0.37 Wf4 29 0.04 0.06 0.35 0.37 0.37 f4 30 0.01 0.04 0.26 0.26 0.26 Raf4 31 0.00 0.02 0.14 0.14 0.14 Raf4 32 0.01 0.04 0.26 0.26 0.26 Raf4 33 0.00 0.02 0.14 0.14 0.14 Raf4 34 0.01 0.04 0.26 0.26 0.26 3/8/201� EWDCS-L.DI,i� Page 142 of 180 Raf4 35 0.00 0.02 0.14 0.14 0.14 Raf4 36 0.00 0.02 0.15 0.15 0.15 • Raf4 37 0.00 0.02 0.15 0.15 0.15 Raf4 38 0.01 0.08 0.50 0.50 0.50 Raf4 39 0.01 0.08 0.50 0.50 0.50 Raf4 40 0.00 0.02 0.15 0.15 0.15 Raf4 41 0.00 0.02 0.15 0.15 0.15 Raf4 42 0.00 0.01 0.04 0.04 0.04 Raf4 43 0.00 0.01 0.04 0.04 0.04 COLUMN REACTIONS: Load In Plane Out Plane Id Id Vert(k ) Horz(k ) Horz(k ) ----- ---- -------- -------- --------- Coll 1 2.97 0.00 0.00 Coll 2 0.81 0.00 0.00 Coll 3 0.81 0.00 0.00 Coll 4 0.81 0.00 0.00 Coll 5 0.81 0.00 0.00 Coll 6 2.43 0.00 0.00 Coll 7 0.81 0.00 0.00 Coll 8 0.81 0.00 0.00 Coll 9 0.81 0.00 0.00 Coll 10 -7.34 0.00 -9.41 Coll 11 -8.40 1.29 -9.41 Coll 12 2.82 0.00 2.67 Coll 13 1.75 1.29 2.67 Coll 14 -2.31 3.96 2.67 Coll 15 7.01 0.00 2.67 Coll 16 -2.31 3.96 2.67 Coll 17 7.01 0.00 2.67 Coll 18 0.34 2.97 2.00 Coll 19 7.33 0.00 2.00 Coll 20 4.19 0.00 2.00 • Coll 21 3.39 0.96 2.00 Coll 22 -1.28 2.97 2.00 Coll 23 5.71 0.00 2.00 Coll 24 2.57 0.00 2.00 Coll 25 1.77 0.96 2.00 Coll 26 -1.28 2.97 2.00 Coll 27 5.71 0.00 2.00 Coll 28 2.57 0.00 2.00 Coll 29 1.77 0.96 2.00 Coll 30 -1.28 2.97 2.00 Coll 31 5.71 0.00 2.00 Coll 32 2.57 0.00 2.00 Coll 33 1.77 0.96 2.00 Coll 34 -7.53 0.00 -9.41 Coll 35 -8.59 1.29 -9.41 Coll 36 2.63 0.00 2.67 Coll 37 1.56 1.29 2.67 Coll 38 -2.50 3.96 2.67 Coll 39 6.82 0.00 2.67 Coll 40 -2.50 3.96 2.67 Coll 41 6.82 0.00 2.67 Coll 42 0.78 0.04 0.00 Coll 43 0.86 0.00 0.00 Coll 44 2.41 0.03 0.00 Coll 45 2.47 0.00 0.00 Coll 46 0.79 0.03 0.00 Coll 47 0.85 0.00 0.00 Coll 48 0.25 0.04 0.00 Coll 49 0.32 0.00 0.00 Coll 50 0.71 0.00 -0.15 Coll 51 0.92 0.00 0.00 Coll 52 2.36 0.00 -0.11 • Coll 53 2.52 0.00 0.00 Coll 54 0.74 0.00 -0.11 Coll 55 0.90 0.00 0.00 Coll 56 0.18 0.00 -0.15 Coll 57 0.39 0.00 0.00 3/8/201 j 5wAes-L.Out Page 143 of 180 Co12 1 5.73 0.00 0.00 Q12 2 1.57 0.00 0.00 12 3 1.57 0.00 0.00 12 4 1.57 0.00 0.00 Co12 5 1.57 0.00 0.00 Co12 6 4.69 0.00 0.00 Co12 7 1.57 0.00 0.00 Co12 8 1.57 0.00 0.00 Colt 9 1.57 0.00 0.00 Co12 10 -7.88 1.29 -5.85 Co12 11 -2.60 0.00 -5.85 Co12 12 -7.88 1.29 6.47 Co12 13 -2.60 0.00 6.47 Co12 14 -2.77 0.00 6.47 Co12 15 -8.61 3.96 6.47 Co12 16 -2.77 0.00 6.47 Co12 17 -8.61 3.96 6.47 Co12 18 1.91 0.00 4.85 Co12 19 -2.47 2.97 4.85 Co12 20 -1.92 0.96 4.85 Co12 21 2.04 0.00 4.85 Co12 22 -1.21 0.00 4.85 Co12 23 -5.58 2.97 4.85 Co12 24 -5.03 0.96 4.85 Co12 25 -1.07 0.00 4.85 Co12 26 -1.21 0.00 4.85 Co12 27 -5.58 2.97 4.85 Co12 28 -5.03 0.96 4.85 Co12 29 -1.07 0.00 4.85 Co12 30 -1.21 0.00 4.85 Co12 31 -5.58 2.97 4.85 Co12 32 -5.03 0.96 4.85 Co12 33 -1.07 0.00 4.85 Co12 34 -8.25 1.29 -5.85 & 12 35 -2.97 0.00 -5.85 012 36 -8.25 1.29 6.47 Co12 37 -2.97 0.00 6.47 Co12 38 -3.15 0.00 6.47 Co12 39 -8.98 3.96 6.47 Co12 40 -3.15 0.00 6.47 Co12 41 -8.98 3.96 6.47 Co12 42 1.62 0.00 0.00 Co12 43 1.54 0.04 0.00 Co12 44 4.73 0.00 0.00 Co12 45 4.67 0.03 0.00 Co12 46 1.61 0.00 0.00 Co12 47 1.55 0.03 0.00 Co12 48 0.58 0.00 0.00 Co12 49 0.50 0.04 0.00 Co12 50 1.58 0.00 0.00 Co12 51 1.58 0.00 0.00 Co12 52 4.70 0.00 0.00 Co12 53 4.70 0.00 0.00 Co12 54 1.58 0.00 0.00 Co12 55 1.58 0.00 0.00 Co12 56 0.55 0.00 0.00 Co12 57 0.55 0.00 0.00 Co13 1 5.73 0.00 0.00 Co13 2 1.57 0.00 0.00 Cola 3 1.57 0.00 0.00 Co13 4 1.57 0.00 0.00 Co13 5 1.57 0.00 0.00 Co13 6 4.69 0.00 0.00 Co13 7 1.57 0.00 0.00 Co13 8 1.57 0.00 0.00 Co13 9 1.57 0.00 0.00 013 10 -3.90 0.00 -5.85 013 11 -6.25 0.00 -5.85 Co13 12 -3.90 0.00 6.47 Co13 13 -6.25 0.00 6.47 Co13 14 -3.61 0.00 6.47 Co13 15 -6.79 0.00 6.47 3/8/201� EWDCS-L.D�tt Page 144 of 180 Co13 16 -3.61 0.00 6.47 Co13 17 -1. 9 0.00 . • Co13 18 .2 4 9 0.00 4.8585 Co13 19 -1.10 0.00 4.85 Co13 20 1.07 0.00 4.85 Co13 21 -0.70 0.00 4.85 Co13 22 -1.83 0.00 4.85 Co13 23 -4.22 0.00 4.85 Co13 24 -2.05 0.00 4.85 Co13 25 -3.81 0.00 4.85 Co13 26 -1.83 0.00 4.85 Co13 27 -4.22 0.00 4.85 Co13 28 -2.05 0.00 4.85 Co13 29 -3.81 0.00 4.85 Co13 30 -1.83 0.00 4.85 Co13 31 -4.22 0.00 4.85 Co13 32 -2.05 0.00 4.85 Co13 33 -3.81 0.00 4.85 Co13 34 -4.27 0.00 -5.85 Co13 35 -6.62 0.00 -5.85 Co13 36 -4.27 0.00 6.47 Co13 37 -6.62 0.00 6.47 Co13 38 -3.98 0.00 6.47 Co13 39 -7.16 0.00 6.47 Co13 40 -3.98 0.00 6.47 Co13 41 -7.16 0.00 6.47 Co13 42 1.59 0.00 0.00 Co13 43 1.58 0.00 0.00 Co13 44 4.70 0.00 0.00 Co13 45 4.70 0.00 0.00 Co13 46 1.59 0.00 0.00 Co13 47 1.58 0.00 0.00 Co13 48 0.55 0.00 0.00 Co13 49 0.54 0.00 0.00 Co13 50 1.58 0.00 0.00 • Co13 51 1.58 0.00 0.00 Co13 52 4.70 0.00 0.00 Co13 53 4.70 0.00 0.00 Co13 54 1.58 0.00 0.00 Co13 55 1.58 0.00 0.00 Co13 56 0.55 0.00 0.00 Co13 57 0.55 0.00 0.00 Co14 1 2.97 0.00 0.00 Co14 2 0.81 0.00 0.00 Co14 3 0.81 0.00 0.00 Co14 4 0.81 0.00 0.00 Co14 5 0.81 0.00 0.00 Co14 6 2.43 0.00 0.00 Co14 7 0.81 0.00 0.00 Co14 8 0.81 0.00 0.00 Co14 9 0.81 0.00 0.00 Co14 10 -2.02 0.00 -2.32 Co14 11 -3.89 0.00 -2.32 Co14 12 -2.02 0.00 2.67 Co14 13 -3.89 0.00 2.67 Co14 14 -3.07 0.00 2.67 Co14 15 -3.37 0.00 2.67 Co14 16 -3.07 0.00 2.67 Co14 17 -3.37 0.00 2.67 Co14 18 -0.23 0.00 2.00 Co14 19 -0.45 0.00 2.00 Co14 20 0.56 0.00 2.00 Co14 21 -0.84 0.00 2.00 Co14 22 -1.85 0.00 2.00 C014 23 -2.07 0.00 2.00 Co14 24 -1.06 0.00 2.00 Co14 25 -2.46 0.00 2.00 • Co14 26 -1.85 0.00 2.00 Co14 27 -2.07 0.00 2.00 Co14 28 -1.06 0.00 2.00 Co14 29 -2.46 0.00 2.00 Co14 30 -1.85 0.00 2.00 3/8/201 5wDes-L...out Page 145 of 180 Co14 31 -2.07 0.00 2.00 014 32 -1.06 0.00 2.00 14 33 -2.46 0.00 2.00 .14 34 -2.21 0.00 -2.32 Co14 35 -4.08 0.00 -2.32 Co14 36 -2.21 0.00 2.67 Co14 37 -4.08 0.00 2.67 Co14 38 -3.26 0.00 2.67 Co14 39 -3.56 0.00 2.67 Co14 40 -3.26 0.00 2.67 Co14 41 -3.56 0.00 2.67 Co14 42 0.82 0.00 0.00 Co14 43 0.82 0.00 0.00 Co14 44 2.44 0.00 0.00 Co14 45 2.44 0.00 0.00 Co14 46 0.82 0.00 0.00 Co14 47 0.82 0.00 0.00 Co14 48 0.28 0.00 0.00 Co14 49 0.28 0.00 0.00 Co14 50 0.82 0.00 0.00 Co14 51 0.82 0.00 0.00 Co14 52 2.44 0.00 0.00 Co14 53 2.44 0.00 0.00 Co14 54 0.82 0.00 0.00 Co14 55 0.82 0.00 0.00 Co14 56 0.28 0.00 0.00 Co14 57 0.28 0.00 0.00 COLUMN MEMBER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Coll 1 0.00 1.97 0)11 11 2 0.00 1.97 3 0.00 1.97 Coll 4 0.00 1.97 Coll 5 0.00 1.97 Coll 6 0.00 1.97 Coll 7 0.00 1.97 Coll 8 0.00 1.97 Coll 9 0.00 1.97 Coll 10 -0.11 1.97 Coll 11 -0.11 1.97 Coll 12 0.12 1.97 Coll 13 0.12 1.97 Coll 14 0.12 1.97 Coll 15 0.12 1.97 Coll 16 0.12 1.97 Coll 17 0.12 1.97 Coll 18 0.09 1.97 Coll 19 0.09 1.97 Coll 20 0.09 1.97 Coll 21 0.09 1.97 Coll 22 0.09 1.97 Coll 23 0.09 1.97 Coll 24 0.09 1.97 Coll 25 0.09 1.97 Coll 26 0.09 1.97 Coll 27 0.09 1.97 Coll 28 0.09 1.97 Coll 29 0.09 1.97 Coll 30 0.09 1.97 Coll 31 0.09 1.97 Coll 32 0.09 1.97 0 Coll 33 0.09 1.97 o11 34 -0.11 1.97 oil 35 -0.11 1.97 Coll 36 0.12 1.97 Coll 37 0.12 1.97 Coll 38 0.12 1.97 Coll 39 0.12 1.97 3/8/20:L7 5WDes-L.out Page 146 of 180 Coll 40 0.12 1.97 Coll 41 0. 1.97 Coll 42 0.0000 1.97 Coll 43 0.00 1.97 Coll 44 0.00 1.97 Coll 45 0.00 1.97 Coll 46 0.00 1.97 Coll 47 0.00 1.97 Coll 48 0.00 1.97 Coll 49 0.00 1.97 Coll 50 0.00 1.97 Coll 51 0.00 1.97 Coll 52 0.00 1.97 Coll 53 0.00 1.97 Coll 54 0.00 1.97 Coll 55 0.00 1.97 Coll 56 0.00 1.97 Coll 57 0.00 1.97 Co12 1 0.00 2.62 Co12 2 0.00 2.62 Co12 3 0.00 2.62 Co12 4 0.00 2.62 Co12 5 0.00 2.62 Co12 6 0.00 2.62 Co12 7 0.00 2.62 Co12 8 0.00 2.62 Co12 9 0.00 2.62 Co12 10 -0.28 2.62 Co12 11 -0.28 2.62 Co12 12 0.31 2.62 Co12 13 0.31 2.62 Co12 14 0.31 2.62 Co12 15 0.31 2.62 Co12 16 0.31 2.62 Co12 17 0.31 2.62 • Co12 18 0.23 2.62 Co12 19 0.23 2.62 Co12 20 0.23 2.62 Co12 21 0.23 2.62 Co12 22 0.23 2.62 Co12 23 0.23 2.62 Co12 24 0.23 2.62 Co12 25 0.23 2.62 Co12 26 0.23 2.62 Co12 27 0.23 2.62 Co12 28 0.23 2.62 Co12 29 0.23 2.62 Co12 30 0.23 2.62 Co12 31 0.23 2.62 Co12 32 0.23 2.62 Co12 33 0.23 2.62 Co12 34 -0.28 2.62 Co12 35 -0.28 2.62 Co12 36 0.31 2.62 Co12 37 0.31 2.62 Co12 38 0.31 2.62 Co12 39 0.31 2.62 Co12 40 0.31 2.62 Co12 41 0.31 2.62 Co12 42 0.00 2.62 Co12 43 0.00 2.62 Co12 44 0.00 2.62 Co12 45 0.00 2.62 Co12 46 0.00 2.62 Co12 47 0.00 2.62 Co12 48 0.00 2.62 Co12 49 0.00 2.62 • Co12 50 0.00 2.62 Co12 51 0.00 2.62 Co12 52 0.00 2.62 Co12 53 0.00 2.62 Co12 54 0.00 2.62 3/8/201 EwDes-L.out Page 147 of 180 Co12 55 0.00 2.62 w12 56 0.00 2.62 12 57 0.00 2.62 13 1 0.00 2.62 Co13 2 0.00 2.62 Co13 3 0.00 2.62 Co13 4 0.00 2.62 Co13 5 0.00 2.62 Co13 6 0.00 2.62 Co13 7 0.00 2.62 Co13 8 0.00 2.62 Co13 9 0.00 2.62 Co13 10 -0.28 2.62 Co13 11 -0.28 2.62 Co13 12 0.31 2.62 Co13 13 0.31 2.62 Co13 14 0.31 2.62 Co13 15 0.31 2.62 Co13 16 0.31 2.62 Co13 17 0.31 2.62 Co13 18 0.23 2.62 Co13 19 0.23 2.62 Co13 20 0.23 2.62 Co13 21 0.23 2.62 Co13 22 0.23 2.62 Co13 23 0.23 2.62 Co13 24 0.23 2.62 Co13 25 0.23 2.62 Co13 26 0.23 2.62 Co13 27 0.23 2.62 Co13 28 0.23 2.62 Co13 29 0.23 2.62 Co13 30 0.23 2.62 Co13 31 0.23 2.62 00 13 32 0.23 2.62 13 33 0.23 2.62 Co13 34 -0.28 2.62 Co13 35 -0.28 2.62 Co13 36 0.31 2.62 Co13 37 0.31 2.62 Co13 38 0.31 2.62 Co13 39 0.31 2.62 Co13 40 0.31 2.62 Co13 41 0.31 2.62 Co13 42 0.00 2.62 Co13 43 0.00 2.62 Co13 44 0.00 2.62 Co13 45 0.00 2.62 Co13 46 0.00 2.62 Co13 47 0.00 2.62 Co13 48 0.00 2.62 Co13 49 0.00 2.62 Co13 50 0.00 2.62 Co13 51 0.00 2.62 Co13 52 0.00 2.62 Co13 53 0.00 2.62 Co13 54 0.00 2.62 Co13 55 0.00 2.62 Co13 56 0.00 2.62 Co13 57 0.00 2.62 C014 1 0.00 1.97 Co14 2 0.00 1.97 Co14 3 0.00 1.97 Co14 4 0.00 1.97 Co14 5 0.00 1.97 Co14 6 0.00 1.97 014 7 0.00 1.97 014 8 0.00 1.97 Co14 9 0.00 1.97 C014 10 -0.11 1.97 Co14 11 -0.11 1.97 Co14 12 0.12 1.97 3 - /8/201 6WD S L. t,ct� e o Page 148 of 180 Co14 13 0.12 1.97 Co14 14 0.12 1.97 Co14 15 0.12 1.97 • Co14 16 0.12 1.97 Co14 17 0.12 1.97 Co14 18 0.09 1.97 Co14 19 0.09 1.97 Co14 20 0.09 1.97 Co14 21 0.09 1.97 Co14 22 0.09 1.97 Co14 23 0.09 1.97 Co14 24 0.09 1.97 Co14 25 0.09 1.97 Co14 26 0.09 1.97 Colo 27 0.09 1.97 Co14 28 0.09 1.97 Co14 29 0.09 1.97 Co14 30 0.09 1.97 Co14 31 0.09 1.97 Co14 32 0.09 1.97 Co14 33 0.09 1.97 Co14 34 -0.11 1.97 Co14 35 -0.11 1.97 Co14 36 0.12 1.97 Co14 37 0.12 1.97 Co14 38 0.12 1.97 Co14 39 0.12 1.97 Colo 40 0.12 1.97 Co14 41 0.12 1.97 Co14 42 0.00 1.97 Co14 43 0.00 1.97 Co14 44 0.00 1.97 Co14 45 0.00 1.97 Co14 46 0.00 1.97 Colo 47 0.00 1.97 • Co14 48 0.00 1.97 Co14 49 0.00 1.97 Co14 50 0.00 1.97 Co14 51 0.00 1.97 Co14 52 0.00 1.97 Co14 53 0.00 1.97 Co14 54 0.00 1.97 Co14 55 0.00 1.97 Co14 56 0.00 1.97 Co14 57 0.00 1.97 RAFTER MEMBER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Rafl 1 -1.03 1.34 Rafl 2 -0.24 1.34 Rafl 3 -0.24 1.34 Rafl 4 -0.24 1.34 Rafl 5 -0.24 1.34 Rafl 6 0.37 1.34 Raft 7 0.22 1.34 Rafl 8 0.24 1.34 Rafl 9 0.08 1.34 Rafl 10 0.37 1.34 Rafl 11 -0.07 1.34 Rafl 12 -0.50 1.34 Rafl 13 -0.62 1.34 Rafl 14 -0.60 1.34 Rafl 15 -0.72 1.34 Rafl 16 -0.50 1.34 • Rafl 17 -0.83 1.34 Rafl 18 0.09 1.34 Rafl 19 0.09 1.34 Rafl 20 0.09 1.34 Rafl 21 -0.03 1.34 s/8/2o2 j EwDes-L.O ut Page 149 of 180 Rafl 22 -0.03 1.34 afl 23 -0.03 1.34 fl 24 -0.01 1.34 afl 25 -0.01 1.34 Rafl 26 -0.01 1.34 Raft 27 -0.13 1.34 Rafl 28 -0.13 1.34 Rafl 29 -0.13 1.34 Rafl 30 0.09 1.34 Rafl 31 -0.24 1.34 Raft 32 0.09 1.34 Rafl 33 -0.24 1.34 Raft 34 0.09 1.34 Rafl 35 -0.24 1.34 Rafl 36 -0.24 1.34 Rafl 37 -0.24 1.34 Rafl 38 -0.84 1.34 Rafl 39 -0.83 1.34 Rafl 40 -0.24 1.34 Rafl 41 -0.24 1.34 Rafl 42 -0.07 1.34 Rafl 43 -0.07 1.34 Raft 1 -1.10 1.35 Raft 2 -0.26 1.35 Raf2 3 -0.26 1.35 Raf2 4 -0.26 1.35 Raf2 5 -0.26 1.35 Raf2 6 0.09 1.35 Raf2 7 0.26 1.35 Raf2 8 0.05 1.35 Raf2 9 0.23 1.35 Raf2 10 0.22 1.35 Raf2 11 -0.08 1.35 Raf2 12 -0.76 1.35 Wf2 13 -0.63 1.35 af2 14 -0.79 1.35 Raf2 15 -0.66 1.35 Raf2 16 -0.67 1.35 Raf2 17 -0.89 1.35 Raf2 18 -0.13 1.35 Raf2 19 -0.13 1.35 Raf2 20 -0.13 1.35 Raf2 21 0.00 1.35 Raf2 22 0.00 1.35 Raf2 23 0.00 1.35 Raf2 24 -0.16 1.35 Raf2 25 -0.16 1.35 Raf2 26 -0.16 1.35 Raf2 27 -0.03 1.35 Raf2 28 -0.03 1.35 Raf2 29 -0.03 1.35 Raf2 30 -0.03 1.35 Raf2 31 -0.26 1.35 Raf2 32 -0.03 1.35 Raf2 33 -0.26 1.35 Raf2 34 -0.03 1.35 Raf2 35 -0.26 1.35 Raf2 36 -0.26 1.35 Raf2 37 -0.26 1.35 Raf2 38 -0.89 1.35 Raf2 39 -0.89 1.35 Raf2 40 -0.26 1.35 Raf2 41 -0.26 1.35 Raf2 42 -0.08 1.35 Raf2 43 -0.07 1.35 Raf3 1 -1.10 1.35 Wf3 2 -0.26 1.35 af3 3 -0.26 1.35 Raf3 4 -0.26 1.35 Raf3 5 -0.26 1.35 Raf3 6 0.09 1.35 Raf3 7 0.26 1.35 3/2/201 �WDCS-L.o�tt Page 150 of 180 Raf3 8 0.05 1.35 Raf3 9 0.23 1.35 Raf3 10 0.22 1.35 Raf3 11 -0.08 1.35 Raf3 12 -0.76 1.35 Raf3 13 -0.63 1.35 Raf3 14 -0.79 1.35 Raf3 15 -0.66 1.35 Raf3 16 -0.67 1.35 Raf3 17 -0.89 1.35 Raf3 18 -0.13 1.35 Raf3 19 -0.13 1.35 Raf3 20 -0.13 1.35 Raf3 21 0.00 1.35 Raf3 22 0.00 1.35 Raf3 23 0.00 1.35 Raf3 24 -0.16 1.35 Raf3 25 -0.16 1.35 Raf3 26 -0.16 1.35 Raf3 27 -0.03 1.35 Raf3 28 -0.03 1.35 Raf3 29 -0.03 1.35 Raf3 30 -0.03 1.35 Raf3 31 -0.26 1.35 Raf3 32 -0.03 1.35 Raf3 33 -0.26 1.35 Raf3 34 -0.03 1.35 Raf3 35 -0.26 1.35 Raf3 36 -0.26 1.35 Raf3 37 -0.26 1.35 Raf3 38 -0.89 1.35 Raf3 39 -0.89 1.35 Raf3 40 -0.26 1.35 Raf3 41 -0.26 1.35 Raf3 42 -0.08 1.35 • Raf3 43 -0.07 1.35 Raf4 1 -1.03 1.34 Raf4 2 -0.24 1.34 Raf4 3 -0.24 1.34 Raf4 4 -0.24 1.34 Raf4 5 -0.24 1.34 Raf4 6 0.22 1.34 Raf4 7 0.37 1.34 Raf4 8 0.08 1.34 Raf4 9 0.24 1.34 Raf4 10 0.18 1.34 Raf4 11 -0.07 1.34 Raf4 12 -0.62 1.34 Raf4 13 -0.50 1.34 Raf4 14 -0.72 1.34 Raf4 15 -0.60 1.34 Raf4 16 -0.64 1.34 Raf4 17 -0.83 1.34 Raf4 18 -0.03 1.34 Raf4 19 -0.03 1.34 Raf4 20 -0.03 1.34 Raf4 21 0.09 1.34 Raf4 22 0.09 1.34 Raf4 23 0.09 1.34 Raf4 24 -0.13 1.34 Raf4 25 -0.13 1.34 Raf4 26 -0.13 1.34 Raf4 27 -0.01 1.34 Raf4 28 -0.01 1.34 Raf4 29 -0.01 1.34 Raf4 30 -0.05 1.34 Raf4 31 -0.24 1.34 • Raf4 32 -0.05 1.34 Raf4 33 -0.24 1.34 Raf4 34 -0.05 1.34 Raf4 35 -0.24 1.34 Raf4 36 -0.24 1.34 3/8/2017 Page 151 of 180 Raf4 37 -0.24 1.34 Qa f4 38 -0.83 1.34 f4 39 -0.84 1.34 f4 40 -0.24 1.34 Raf4 41 -0.24 1.34 Raf4 42 -0.07 1.34 Raf4 43 -0.07 1.34 COLUMN/RAFTER KL/R RATIO: Unbrace_Length ----KL/R---- Id Major Minor Major Minor ------ ------ ------ ----- ----- Coll 14.8 4.0 55 57 Co12 19.6 4.0 60 59 Co13 19.6 4.0 60 59 Co14 14.8 4.0 55 57 Rafl 20.1 3.7 75 52 Raf2 20.3 3.7 76 52 Raf3 20.3 3.7 76 52 Raf4 20.1 3.7 75 52 LOAD COMBINATIONS: ------------------ Column Loads 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead+Collateral+Snow 4 - Dead+Collateral+Snow+Snow Drift 5 - Dead+Collateral+Snow+Slide_Snow 6 - Dead+Collateral+0.75Live 7 - Dead+Collateral+0.75Snow 8 - Dead+Collateral+0.75Snow+0.75Snow_Drift Dead+Collateral+0.75Snow+0.75Slide_Snow 0 - Dead+0.6Wind Pressure+0.6Wind Longl 11 - Dead+0.6Wind Pressure+0.6Wind_Long2 12 - Dead+0.6Wind Suction+0.6Wind Longl 13 - Dead+0.6Wind Suction+0.6Wind_Long2 14 - Dead+0.6Wind Leftl+0.6Wind_Suction 15 - Dead+0.6Wind Rightl+0.6Wind_Suction 16 - Dead+0.6Wind Left2+0.6Wind Suction 17 - Dead+0.6Wind Right2+0.6Wind_Suction 18 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 19 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 20 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind Longl 21 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind Long2 22 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 23 - Dead+Collateral+0.75Snow+0.45Wind Right2+0.45Wind Suction 24 - Dead+Collateral+0.75Snow+0.45Wind Suction+0.45Wind Longl 25 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind Long2 26 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction+0.7 27 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind Suction+0. 28 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl+0.7 29 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind Long2+0.7 30 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction+0.7 31 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction+0. 32 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind Longl+0.7 33 - Dead+Collateral+0.75Snow+0.45wind_Suction+0.45Wind_Long2+0.7 34 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 35 - 0.6Dead+0.6Wind Pressure+0.6Wind Long2 36 - 0.6Dead+0.6Wind Suction+0.6Wind_Longl 37 - 0.6Dead+0.6Wind Suction+0.6Wind Long2 38 - 0.6Dead+0.6Wind Leftl+0.6Wind Suction 39 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 40 - 0.6Dead+0.6Wind_Left2+0.6Wind Suction 01 - 0.6Dead+0.6Wind Right2+0.6Wind_Suction 2 - 1.OlDead+l.OlCollatera1+0.7Seismic 43 - 1.OlDead+l.OlCollateral-0.7Seismic 44 - 1.01Dead+1.OlCollateral+0.75Live+0.53Seismic 45 - 1.OlDead+1.OlCollateral+0.75Live-0.53Seismic 46 - 1.OlDead+l.OlCollateral+0.53Seismic 3/8/2027 EWDes-L.out Page 152 of 180 47 - 1.O1Dead+l.OlCollateral-0.53Seismic 48 - 0.59Dead+0.7Seismic 49 - 0.59Dead-0.7Seismic 50 - 1.O1Dead+1.OlCollateral+0.7Seismic_Long 51 - 1.O1Dead+l.OlCollateral-0.7Seismic Long 52 - 1.OlDead+1.OlCollateral+0.75Live+0 53Seismic_Long 53 - 1.OlDead+1.OlCollateral+0.75Live-0.53Seismic_Long 54 - 1.O1Dead+1.OlCollateral+0.53Seismic Long 55 - 1.O1Dead+l.OlCollateral-0.53Seismic_Long 56 - 0.59Dead+0.7Seismic_Long 57 - 0.59Dead-0.7Seismic_Long Column Deflection Loads 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead+Collateral+Snow 4 - Dead+Collateral+Snow+Snow Drift 5 - Dead+Collateral+Snow+Slide Snow 6 - Dead+Collateral+0.75Live 7 - Dead+Collateral+0.75Snow 8 - Dead+Collateral+0.75Snow+0.75Snow_Drift 9 - Dead+Collateral+0.75Snow+0.75Slide_Snow 10 - Dead+0.17Wind Pressure+0.17Wind_Longl 11 - Dead+0.17Wind Pressure+0.17Wind_Long2 12 - Dead+0.17Wind_Suction+0.17Wind_Longl 13 - Dead+0.17Wind Suction+0.17Wind Long2 14 - Dead+0.17Wind Leftl+0.17Wind Suction 15 - Dead+0.17Wind Rightl+0.17Wind Suction 16 - Dead+0.17Wind Left2+0.17Wind Suction 17 - Dead+0.17Wind Right2+0.17Wind Suction 18 - Dead+Collate3zal+0.75Live+0.13Wind Left2+0.13Wind Suction 19 - Dead+Collateral+0.75Live+0.13Wind_Right2+0.13Wind_Suction 20 - Dead+Collateral+0.75Live+0.13Wind_Suction+0.13Wind_Longl 21 - Dead+Collateral+0.75Live+0.13Wind Suction+0.13Wind Long2 22 - Dead+Collateral+0.75Snow+0.13Wind_Left2+0.13Wind Suction 23 - Dead+Collateral+0.75Snow+0.13Wind Right2+0.13Wind Suction • 24 - Dead+Collateral+0.75Snow+0.13Wind Suction+0.13Wind_Longl 25 - Dead+Collateral+0.75Snow+0.13Wind Suction+0.13Wind Long2 26 - Dead+Collateral+0.75Snow+0.13Wind Left2+0.13Wind Suction+0.7 27 - Dead+Collateral+0.75Snow+0.13Wind Right2+0.13Wind_Suction+0. 28 - Dead+Collateral+0.75Snow+0.13Wind Suction+0.13Wind Longl+0.7 29 - Dead+Collateral+0.75Snow+0.13Wind_Suction+0.13Wind_Long2+0.7 30 - Dead+Collateral+0.75Snow+0.13Wind_Left2+0.13Wind Suction+0.7 31 - Dead+Collateral+0.75Snow+0.13Wind_Right2+0.13Wind_Suction+0. 32 - Dead+Collateral+0.75Snow+0.13Wind Suction+0.13Wind Longl+0.7 33 - Dead+Collateral+0.75Snow+0.13Wind_Suction+0.13Wind_Long2+0.7 34 - 0.6Dead+0.17Wind Pressure+0.17Wind_Longl 35 - 0.6Dead+0.17Wind_Pressure+0.17Wind_Long2 36 - 0.6Dead+0.17Wind_Suction+0.17Wind_Longl 37 - 0.6Dead+0.17Wind_Suction+0.17Wind_Long2 38 - 0.6Dead+0.17Wind Leftl+0.17Wind Suction 39 - 0.6Dead+0.17Wind Rightl+0.17Wind_Suction 40 - 0.6Dead+0.17Wind Left2+0.17Wind Suction 41 - 0.6Dead+0.17Wind Right2+0.17Wind Suction 42 - 1.OlDead+l.OlCollateral+0.7Seismic 43 - 1.OlDead+l.OlCollateral-0.7Seismic 44 - 1.O1Dead+1.OlCollateral+0.75Live+0.53Seismic 45 - 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic 46 - 1.O1Dead+1.01Collatera1+0.53Seismic 47 - 1.O1Dead+l.OlCollateral-0.53Seismic 48 - 0.59Dead+0.7Seismic 49 - 0.59Dead-0.7Seismic 50 - 1.O1Dead+l.OlCollateral+0.7Seismic Long 51 - 1.O1Dead+l.OlCollateral-0.7Seismic Long 52 - 1.01Dead+1.OlCollateral+0.75Live+0.53Seismic Long 53 - 1.OlDead+1.OlCollateral+0.75Live-0.53Seismic_Long 54 - 1.OlDead+1.OlCollateral+0.53Seismic Long 55 - 1.O1Dead+l.OlCollateral-0.53Seismic_Long 56 - 0.59Dead+0.7Seismic Long 57 - 0.59Dead-0.7Seismic_Long Rafter Loads 1 - Dead+Collateral+Live 2 - Dead+Collateral+Snow 3/8/2o2j �wDes-L.out Page 153 of 180 3 - Dead+Collateral+Snow+Snow_Drift 4 - Dead+Collateral+Snow+Slide Snow - Dead+Collateral 6 - 0.6Dead+0.6Wind_Leftl 7 - 0.6Dead+0.6Wind—Rightl 8 - 0.6Dead+0.6Wind Left2 9 - 0.6Dead+0.6Wind_Right2 10 - 0.6Dead+0.6Wind_Longl 11 - 0.6Dead+0.6Wind Long2 12 - Dead+Collateral+0.75Live+0.45Wind_Leftl 13 - Dead+Collateral+0.75Live+0.45Wind_Rightl 14 - Dead+Collateral+0.75Live+0.45Wind Left2 15 - Dead+Collateral+0.75Live+0.45Wind_Right2 16 - Dead+Collateral+0.75Live+0.45Wind Longl 17 - Dead+Collateral+0.75Live+0.45Wind_Long2 18 - Dead+Collateral+0.75Snow+0.45Wind_Leftl 19 - Dead+Collateral+0.75Snow+0.45Wind Leftl+0.75Snow_Drift 20 - Dead+Collateral+0.75Snow+0.45Wind Leftl+0.75Slide_Snow 21 - Dead+Collateral+0.75Snow+0.45Wind Rightl 22 - Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.75Snow_Drift 23 - Dead+Collateral+0.75Snow+0.45Wind Rightl+0.75Slide_Snow 24 - Dead+Collateral+0.75Snow+0.45Wind Left2 25 - Dead+Collateral+0.75Snow+0.45Wind Left2+0.75Snow_Drift 26 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Slide_Snow 27 - Dead+Collateral+0.75Snow+0.45Wind_Right2 28 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 29 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 30 - Dead+Collateral+0.75Snow+0.45Wind_Longl 31 - Dead+Collateral+0.75Snow+0.45Wind Long2 32 - Dead+Collateral+0.75Snow+0.45Wind Longl+0.75Snow_Drift 33 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 34 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Slide_Snow 35 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 36 - 1.O1Dead+1.OlCollateral+0.7Seismic - 1.O1Dead+l.OlCollateral-0.7Seismic - 1.O1Dead+1.OlCollateral+0.75Live+0.52Seismic 39 - 1.O1Dead+1.OlCollateral+0.75Live-0.52Seismic 40 - 1.O1Dead+l.OlCollateral+0.52Seismic 41 - 1.OlDead+l.OlCollateral-0.52Seismic 42 - 0.59Dead+0.7Seismic 43 - 0.59Dead-0.7Seismic Rafter Deflection Loads 1 - Dead+Collateral+Live 2 - Dead+Collateral+Snow 3 - Dead+Collateral+Snow+Snow_Drift 4 - Dead+Collateral+Snow+Slide_Snow 5 - Dead+Collateral 6 - 0.6Dead+0.17Wind_Leftl 7 - 0.6Dead+0.17Wind_Rightl 8 - 0.6Dead+0.17Wind Left2 9 - 0.6Dead+0.17Wind_Right2 10 - 0.6Dead+0.17Wind Long1 11 - 0.6Dead+0.17Wind_Long2 12 - Dead+Collateral+0.75Live+0.13Wind_Leftl 13 - Dead+Collateral+0.75Live+0.13Wind Rightl 14 - Dead+Collateral+0.75Live+0.13Wind Left2 15 - Dead+Collateral+0.75Live+0.13Wind Right2 16 - Dead+Collateral+0.75Live+0.13Wind_Long1 17 - Dead+Collateral+0.75Live+0.13Wind Long2 18 - Dead+Collateral+0.75Snow+0.13Wind Le£tl 19 - Dead+Collateral+0.75Snow+0.13Wind_Leftl+0.75Snow_Drift 20 - Dead+Collateral+0.75Snow+0.13Wind_Leftl+0.75Slide_Snow 21 - Dead+Collateral+0.75Snow+0.13Wind_Rightl 22 - Dead+Collateral+0.75Snow+0.13Wind_Rightl+0.75Snow_Drift 23 - Dead+Collateral+0.75Snow+0.13Wind_Rightl+0.75Slide_Snow 24 - Dead+Collateral+0.75Snow+0.13Wind Left2 - Dead+Collateral+0.75Snow+0.13Wind Left2+0.75Snow Drift o - Dead+Collateral+0.75Snow+0.13Wind_Left2+0.75Slide_Snow 27 - Dead+Collateral+0.75Snow+0.13Wind Right2 28 - Dead+Collateral+0.75Snow+0.13Wind_Right2+0.75Snow_Drift 29 - Dead+Collateral+0.75Snow+0.13Wind_Right2+0.75Slide_Snow 30 - Dead+Collateral+0.75Snow+0.13Wind Longl 3/8/201� EwDEs-L.out Page 154 of 180 31 - Dead+Collateral+0.75Snow+0.13Wind_Long2 32 - Dead+Collateral+0.75Snow+0.13Wind_Longl+0.75Snow_Drift 33 - Dead+Collateral+0.75Snow+0.13Wind_Long2+0.75Snow_Drift 34 - Dead+Collateral+0.75Snow+0.13Wind_Longl+0.75Slide_Snow 40 35 - Dead+Collateral+0.75Snow+0.13Wind_Long2+0.75Slide_Snow 36 - 1.O1Dead+1.OlCollateral+0.7Seismic 37 - 1.OlDead+l.0lCollateral-0.7Seismic 38 - 1.OlDead+1.OlCollateral+0.75Live+0.52Seismic 39 - 1.OlDead+1.OlCollateral+0.75Live-0.52Seismic 40 - 1.O1Dead+l.OlCollateral+0.52Seismic 41 - 1.O1Dead+l.OlCollateral-0.52Seismic 42 - 0.59Dead+0.7Seismic 43 - 0.59Dead-0.7Seismic ------------------------------------------------------- 49172 Wall 1 - Column Flange Brace 3/ 6/2017 11:56am COLUMN FLANGE BRACES Column Brace-At Id Side Part Girt Id ----- ------ -------- ---------- Coll R L2X2X14 2 Co12 R L2X2X14 2 3 Co13 L L2X2X14 2 3 Co14 L L2X2X14 2 ----------------------------- ------ 49172 Wall 1 - Rafter Splice Design 3/ 6/2017 11:56am -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) • PLATE SIZE: Splice -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB -- ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ 1 S3 2 20.6 7.89 4.00 0.500 0.750 4.00 2 3.00 0 0.00 2 M 3 0.0 7.89 4.00 0.375 0.625 2.25 2 3.00 2 3.00 3 S3 3 10.3 7.89 4.00 0.500 0.750 4.00 2 3.00 0 0.00 PLATE DESIGN: ------------- Splice Load Axial Shear Moment Id Type Side Id (k ) (k ) (f-k ) - ---- ---- ---- ----- ----- ------ 1 S3 Top 6 4.58 3.83 0.00 2 M Top 7 0.79 0.48 13.71 Bot 1 0.01 0.04 -13.76 3 S3 Top 7 1.04 3.83 0.00 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 6 - 0.6Dead+0.6Wind_Leftl 7 - 0.6Dead+0.6Wind_Rightl II, ----------------------- --------------------- _________________________________________ 49172 Wall 1 - Base Plate Design 3/ 6/2017 11:56am DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) • Concrete Bearing = 2.50(ksi ) Bolt Shear Stress = 11.60(ksi ) Bolt Tension Stress = 21.75(ksi ) 3/8/201j lFwDes-L.out Page 155 of 180 E SIZE: 19------ -----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 8.00 A36 0.625 4.00 2 Co12 S3 9.99 0.0 6.00 0.375 10.00 A36 0.625 4.00 2 Co13 S3 9.99 0.0 6.00 0.375 10.00 A36 0.625 4.00 2 Co14 S3 7.89 0.0 6.00 0.375 8.00 A36 0.625 4.00 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 19 7.3 35 -8.6 9.5 11 9.5 35 9.5 -8.6 Co12 1 5.7 39 -9.0 7.6 15 7.6 39 7.6 -9.0 Co13 1 5.7 39 -7.2 6.5 12 6.5 39 6.5 -7.2 Co14 1 3.0 37 -4.1 2.7 12 2.7 37 2.7 -4.1 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 11 - Dead+0.6Wind Pressure+0.6Wind_Long2 12 - Dead+0.6Wind_Suction+0.6Wind_Longl 15 - Dead+0.6Wind Rightl+0.6Wind Suction 19 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 35 - 0.6Dead+0.6Wind Pressure+0.6Wind Long2 - 0.6Dead+0.6Wind-Suction+0.6Wind_Long2 - 0.6Dead+0.6Wind Rightl+0.6Wind Suction -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 1 - Bypass Girt Layout 3/ 6/2017 11:56am GIRT LAYOUT: Des Bay Bay-Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 4.00 1 1 8Z14 0.00 20.00 19.67 0.00 1.88 76.3 WS 0.87 Moment U 2 BZ16 0.00 20.00 20.00 1.88 1.88 63.9 WS 0.98 Moment U 3 8Z14 0.00 20.00 19.67 1.88 0.00 76.3 WS 0.87 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 8.00 2 1 8Z14 0.00 20.00 19.67 0.00 1.88 76.3 WS 0.87 Moment U 2 8Z16 0.00 20.00 20.00 1.88 1.88 63.9 WS 0.98 Moment U 3 8Z14 0.00 20.00 19.67 1.88 0.00 76.3 WS 0.87 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 12.00 3 1 8Z14 0.00 20.00 19.67 0.00 1.88 76.3 WS 0.87 Moment U 2 BZ16 0.00 20.00 20.00 1.88 1.88 63.9 WS 0.98 Moment U 3 8Z14 0.00 20.00 19.67 1.88 0.00 76.3 WS 0.87 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 16.00 4 1 BZ16 2.94 20.00 17.06 0.00 1.88 50.9 WS 0.78 Moment U 2 BZ16 0.00 20.00 20.00 1.88 1.88 63.9 WS 0.70 Moment U 3 8Z16 0.00 17.06 17.06 1.88 0.00 50.9 WS 0.78 Moment U ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 20.00 5 2 BZ12 0.00 20.00 20.00 0.00 0.00 82.2 WS 0.89 Moment U WS - 0.6Wind Suction INSIDE FLANGE BRACE: _Brace/Bay 1 2 3 0 0 0 -------------------------------------------------------------------------------- 3/8/2o2j Ewpes-L.out Page 156 of 180 49172 Wall 1 - Girt Design 1 (Locate 4.00) 3/ 6/2017 11:56am GIRT LAYOUT ___________________________________________________________________ • Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8Z14 4.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 2 8Z16 4.0000 20.00 1.88 1.88 4.00 0 63.9 0.00 0.70 3 8Z14 4.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 216.4 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 0.94 -1.23 -1.45 0.00 -3.60 7.70 2.58 5.09 2 1.21 0.99 -0.99 -1.21 5.09 3.03 -0.98 10.00 3.03 5.09 3 1.45 1.23 -0.94 5.09 2.58 -3.60 11.97 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit OC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.23 5.0 0.24 MidS -3.60 5.11 0.71 LLap 0.47 -0.70 2 RLap -0.99 2.1 0.45 RLap 3.03 3.72 0.81 RLap 0.71 -0.02 3 LLap 1.23 5.0 0.24 MidS -3.60 5.11 0.71 RLap 0.47 -0.70 • UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS - LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 0.0 0.0 0.0 2.4 1.9 1.00 1.00 1.00 1.73 1.26 1.00 1.00 1.00 0.00 0.51 2 20.0 1.9 4.1 0.0 4.1 1.9 1.20 1.84 1.00 1.84 1.20 0.59 0.00 1.00 0.00 0.59 3 19.7 1.9 2.4 0.0 0.0 0.0 1.26 1.73 1.00 1.00 1.00 0.51 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.77 2.21 2.12 0.36 2 0.59 2.21 1.61 0.37 0.59 2.21 1.61 0.37 3 0.77 2.21 2.12 0.36 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 -1.08 1.36 1.61 0.00 4.06 7.87 2.86 5.65 2 -1.34 -1.09 1.09 1.34 -5.65 -3.37 1.06 10.00 -3.37 -5.65 3 -1.61 -1.36 1.08 -5.65 -2.86 4.06 11.79 0.00 STRENGTH/DEFLECTION: s/8/2o2 j ewpes-L.o ut Page 157 of 180 Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Loc- --Calc Limit --UC Loc- --Calc Limit --UC Loc- --UC -Calc Limit 1 RLap 1.36 5.0 0.27 MidS 4.06 4.69 0.87 LLap 0.54 0.79 2 LLap -1.09 2.1 0.50 LLap -3.37 3.43 0.98 LLap 0.79 0.01 3 LLap -1.36 5.0 0.27 MidS 4.06 4.69 0.87 RLap 0.54 0.79 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 15.4 15.4 15.4 0.0 0.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 20.0 0.0 0.0 7.9 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 19.7 0.0 0.0 15.4 15.4 15.4 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left-Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.21 2.12 0.40 2 0.65 2.21 1.61 0.41 0.65 2.21 1.61 0.41 3 0.85 2.21 2.12 0.40 DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind Suction Seis_Pressure Seis_Suction --Calc Allow --Calc Allow Calc Allow Calc Allow ----- ----- ----- ----- ----- ----- 1 -0.20 2.62 0.22 2.62 2 0.00 2.67 0.01 2.67 3 -0.20 2.62 0.22 2.62 49172 Wall 1 - Girt Design 2 (Locate 8.00) 3/ 6/2017 11:56am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 BZ14 8.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 2 8Z16 8.0000 20.00 1.88 1.88 4.00 0 63.9 0.00 0.70 3 8Z14 8.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 216.4 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 0.94 -1.23 -1.45 0.00 -3.60 7.70 2.58 5.09 2 1.21 0.99 -0.99 -1.21 5.09 3.03 -0.98 10.00 3.03 5.09 0 1.45 1.23 -0.94 5.09 2.58 -3.60 11.97 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 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3/8/201,- 6WDC5-L.OI tt Page 158 of 180 1 RLap -1.23 5.0 0.24 MidS -3.60 5.11 0.71 LLap 0.47 -0.70 2 RLap -0.99 2.1 0.45 RLap 3.03 3.72 0.81 RLap 0.71 -0.02 • 3 LLap 1.23 5.0 0.24 MidS -3.60 5.11 0.71 RLap 0.47 -0.70 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 0.0 0.0 0.0 2.4 1.9 1.00 1.00 1.00 1.73 1.26 1.00 1.00 1.00 0.00 0.51 2 20.0 1.9 4.1 0.0 4.1 1.9 1.20 1.84 1.00 1.84 1.20 0.59 0.00 1.00 0.00 0.59 3 19.7 1.9 2.4 0.0 0.0 0.0 1.26 1.73 1.00 1.00 1.00 0.51 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.77 2.21 2.12 0.36 2 0.59 2.21 1.61 0.37 0.59 2.21 1.61 0.37 3 0.77 2.21 2.12 0.36 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 -1.08 1.36 1.61 0.00 4.06 7.87 2.86 5.65 2 -1.34 -1.09 1.09 1.34 -5.65 -3.37 1.06 10.00 -3.37 -5.65 3 -1.61 -1.36 1.08 -5.65 -2.86 4.06 11.79 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 RLap 1.36 5.0 0.27 MidS 4.06 4.69 0.87 LLap 0.54 0.79 2 LLap -1.09 2.1 0.50 LLap -3.37 3.43 0.98 LLap 0.79 0.01 3 LLap -1.36 5.0 0.27 MidS 4.06 4.69 0.87 RLap 0.54 0.79 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 15.4 15.4 15.4 0.0 0.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 20.0 0.0 0.0 7.9 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 19.7 0.0 0.0 15.4 15.4 15.4 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear uC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.21 2.12 0.40 2 0.65 2.21 1.61 0.41 0.65 2.21 1.61 0.41 3 0.85 2.21 2.12 0.40 • DEFLECTION: (Working Load) -------------------------- s/8/2o2j EwDes-LxRt Page 159 of 180 an Wind_Pressure Wind Suction Seis_Pressure Seis_Suction d Calc Allow Calc Allow Calc Allow Calc Allow-- ----- ------ ----- ----- ----- ----- ----- 1 -0.20 2.62 0.22 2.62 2 0.00 2.67 0.01 2.67 3 -0.20 2.62 0.22 2.62 49172 Wall 1 - Girt Design 3 (Locate 12.00) 3/ 6/2017 11:56am -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(£t)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8Z14 12.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 2 8Z16 12.0000 20.00 1.88 1.88 4.00 0 63.9 0.00 0.70 3 8Z14 12.0000 19.67 1.88 4.00 0 76.3 0.00 0.70 216.4 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 0.94 -1.23 -1.45 0.00 -3.60 7.70 2.58 5.09 2 1.21 0.99 -0.99 -1.21 5.09 3.03 -0.98 10.00 3.03 5.09 •3 1.45 1.23 -0.94 5.09 2.58 -3.60 11.97 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 -1.23 5.0 0.24 MidS -3.60 5.11 0.71 LLap 0.47 -0.70 2 RLap -0.99 2.1 0.45 RLap 3.03 3.72 0.81 RLap 0.71 -0.02 3 LLap 1.23 5.0 0.24 MidS -3.60 5.11 0.71 RLap 0.47 -0.70 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 0.0 0.0 0.0 2.4 1.9 1.00 1.00 1.00 1.73 1.26 1.00 1.00 1.00 0.00 0.51 2 20.0 1.9 4.1 0.0 4.1 1.9 1.20 1.84 1.00 1.84 1.20 0.59 0.00 1.00 0.00 0.59 3 19.7 1.9 2.4 0.0 0.0 0.0 1.26 1.73 1.00 1.00 1.00 0.51 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.77 2.21 2.12 0.36 2 0.59 2.21 1.61 0.37 0.59 2.21 1.61 0.37 3 0.77 2.21 2.12 0.36 �JJ ID : 0.6Wind Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-- --------------Moment(f-k )-------------- 3/8/2oij• �wDes-L.out Page 160 of 180 Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -1.08 1.36 1.61 0.00 4.06 7.87 -2.86 -5.65 2 -1.34 -1.09 1.09 1.34 -5.65 -3.37 1.06 10.00 -3.37 -5.65 3 -1.61 -1.36 1.08 -5.65 -2.86 4.06 11.79 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 RLap 1.36 5.0 0.27 MidS 4.06 4.69 0.87 LLap 0.54 0.79 2 LLap -1.09 2.1 0.50 LLap -3.37 3.43 0.98 LLap 0.79 0.01 3 LLap -1.36 5.0 0.27 MidS 4.06 4.69 0.87 RLap 0.54 0.79 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 15.4 15.4 15.4 0.0 0.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 20.0 0.0 0.0 7.9 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 19.7 0.0 0.0 15.4 15.4 15.4 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/SEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.85 2.21 2.12 0.40 2 0.65 2.21 1.61 0.41 0.65 2.21 1.61 0.41 3 0.85 2.21 2.12 0.40 • DEFLECTION: (Working Load) -------------------------- Span Wind-Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.20 2.62 0.22 2.62 2 0.00 2.67 0.01 2.67 3 -0.20 2.62 0.22 2.62 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 1 - Girt Design 4 (Locate 16.00) 3/ 6/2017 11:56am =====------=----=--------------------------------------------------------------- ----------- ---- --------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 BZ16 16.0000 17.06 1.88 2.70 0 50.9 0.00 0.70 2 8Z16 16.0000 20.00 1.88 1.88 4.00 0 63.9 0.00 0.70 3 8Z16 16.0000 17.06 1.88 2.70 0 50.9 0.00 0.70 165.7 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- s/8/2D� 6wDes-L.out Page 161 of 180 1 0.46 -0.78 -0.93 0.00 -1.31 5.66 2.41 4.02 W 1.21 0.99 -0.99 -1.21 4.02 1.96 -2.05 10.00 1.96 4.02 0.93 0.78 -0.46 4.02 2.41 -1.31 11.40 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 -0.78 2.1 0.36 RLap 2.41 3.73 0.65 RLap 0.56 -0.15 2 LLap 0.99 2.1 0.45 MidS -2.05 3.43 0.60 LLap 0.50 -0.43 3 LLap 0.78 2.1 0.36 LLap 2.41 3.73 0.65 LLap 0.56 -0.15 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 17.1 0.0 0.0 0.0 3.9 1.9 1.00 1.00 1.00 1.80 1.20 1.00 1.00 1.00 0.00 0.60 2 20.0 1.9 2.3 0.0 2.3 1.9 1.27 1.75 1.00 1.75 1.27 0.49 0.00 1.00 0.00 0.49 3 17.1 1.9 3.9 0.0 0.0 0.0 1.20 1.80 1.00 1.00 1.00 0.60 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.54 2.21 1.61 0.33 2 0.54 2.21 1.61 0.33 0.54 2.21 1.61 0.33 3 0.54 2.21 1.61 0.33 18D 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 -0.53 0.87 1.03 0.00 1.47 5.77 -2.66 -4.45 2 -1.34 -1.09 1.09 1.34 -4.45 -2.17 2.26 10.00 -2.17 -4.45 3 -1.04 -0.87 0.53 -4.45 -2.66 1.47 11.28 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 0.87 2.1 0.39 RLap -2.66 3.43 0.78 RLap 0.62 0.17 2 LLap -1.09 2.1 0.50 MidS 2.26 3.24 0.70 LLap 0.56 0.48 3 LLap -0.87 2.1 0.39 LLap -2.66 3.43 0.78 LLap 0.62 0.17 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moral/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 17.1 11.1 11.1 11.1 0.0 0.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 20.0 0.0 0.0 11.6 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 17.1 0.0 0.0 11.1 11.1 11.1 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Ot Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear Uc Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3/8/202� 6WACS-L.DI.Ct Page 162 of 180 1 0.59 2.21 1.61 0.37 2 0.59 2.21 1.61 0.37 0.59 2.21 1.61 0.37 3 0.59 2.21 1.61 0.37 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind-Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.04 2.27 0.05 2.27 2 -0.12 2.67 0.13 2.67 3 -0.04 2.27 0.05 2.27 49172 Wall 1 - Girt Design 5 (Locate 20.00) 3/ 6/2017 11:56am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 8Z12 20.0000 20.00 3.14 0 96.4 0.00 0.65 96.4 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 0.95 -0.95 0.00 -4.76 10.00 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 0.95 11.4 0.08 MidS -4.76 7.89 0.60 LLap 0.40 -0.90 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Moml/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.05 1.05 0.00 5.26 10.00 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 -1.05 11.4 0.09 MidS 5.26 5.88 0.89 RLap 0.44 0.99 S/8/2017 EwDes-L.o ut Page 163 of 180 UNBRACE LENGTHS --------- y --------- Od Minor---------- -----------Cb----------- --------Moml/Mom2------- Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 20.0 20.0 20.0 20.0 20.0 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind Pressure Wind Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.25 2.67 0.28 2.67 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 49172 Wall 1 - Diagonal Bracing Design 3/ 6/2017 11:56am PANEL SHEAR WITH NO BRACING: Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 60.00 12 65.9 21 1.2 50.0 DIAGONAL BRACE LAYOUT: Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 1 0.00 19.61 19.32 27.53 C 0.313 5 CBL 6 GONAL BRACE STRENGTH: ay Brace Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC 1 0.00 19.61 12 5.64 5.60 21 0.10 5.60 1.01 COLUMN BASE REACTIONS: Bay Col ------Wind Max------ -----Seismic_Max---- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- ----- --------- ---- ----- --------- 1 1 38 -3.96 4.02 48 -0.04 0.04 1 2 15 3.96 4.02 43 0.04 0.04 LOAD COMBINATIONS: ------------------ Column Loads 15 - Dead+0.6Wind Rightl+0.6Wind_Suction 38 - 0.6Dead+0.6Wind Leftl+0.6Wind Suction 43 - 1.OlDead+l.OlCollateral-0.7Seismic 48 - 0.59Dead+0.7Seismic Bracing Loads 12 - 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 21 - 0.59Dead+0.7Seismic ------------------ -------- 49172 Wall 1 - Wall Panel Design 3/ 6/2017 11:56am ---------------------------------------------- ---------------------------------- ------------------------------------ --------------------- PANEL DATA: Rotation Panel Bay Part Type Gage Yield Stiffness Height 0- -------- ---- ----- ----- --------- ------ 26PBA36 PBA 26.00 80.0 0.00 17.40 MOMENTS & DEFLECTION: ---------Moment(ft-lb/ft)--------- 3/8/201� �wAes-L.out Page 164 of 180 Span Locate(ft) Support Midspan ---Deflect(in)-- ' -Id- Start End Load Calc Limit UC Calc Limit UC Calc Limit UC • 1 0.00 4.00 WP 63.8 133.0 0.48 -46.7 109.9 0.43 -0.0 0.80 0.05 WS -85.2 109.9 0.78 62.4 133.0 0.47 0.0 0.80 0.07 2 4.00 8.00 WP 63.8 133.0 0.48 -20.8 109.9 0.19 -0.0 0.80 0.01 WS -85.2 109.9 0.78 27.7 133.0 0.21 0.0 0.80 0.02 3 8.00 12.00 WP 54.3 133.0 0.41 -25.3 109.9 0.23 -0.0 0.80 0.02 WS -72.6 109.9 0.66 33.8 133.0 0.25 0.0 0.80 0.03 4 12.00 16.00 WP 54.3 133.0 0.41 -29.3 109.9 0.27 -0.0 0.80 0.03 WS -72.6 109.9 0.66 39.1 133.0 0.29 0.0 0.80 0.04 5 16.00 17.40 WP 38.0 133.0 0.29 9.8 133.0 0.07 0.0 0.28 0.01 WS -50.8 109.9 0.46 -13.0 109.9 0.12 0.0 0.28 0.01 WP - 0.6Wind Pressure WS - 0.6Wind Suction • • • Page 165 TRI TABLE FR MELINE I OIDI MARK r1RIM AIL o 1 CT01 w 2 DJD1 a 3 MF01 4 RT01 18 0 CONNEC TION PLAIES N FRAME LINE 1 ILI I MAXK PART a 00 E BER TABLE F5 O B 10' 'OUT-TO- T OF SlTll A FRAME NN -0 g1 E 1 N U AK PAR T oZ G-100 8X25C 16 Z_ .Z3' QJ' CORPORATE OFFICE 12 12 1912 BUSCHONG HOUSTON,TX 77039 SPA 281-442-6247 PORRAND FACILITY + I 0 214 FOUNTAINHEAD ROAD PORIL-32-7331 AND,T7 48 61 I I n o I I I I I I I I 1 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I 1 I I I I I I I 1 z Pill I I I I I L__J ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL ELEVATION: FRAME LINE 1 PANELS:26 Co.PBR-COLOR UNICOTE 2000 OR a ENDWALL ELEVATION 2017/5/5 EWAPS-L.Out Page 166 of 180 *49172LT Endwall Design Input ------------------4/24/2017--3:02pm- *( 1)JOBID: I49172LTI *( 2)PROGRAM OPTIONS: * EW Run Run Run Run * Id Col/Raf Girt Brace Panel -L' 'Y' 'Y' 'N' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS07 ' 'AISC10' ' ' 'IBC ' 112' 'FBC 14 ' 'A ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress-Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W Sec R Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180. 180. 0. 90. 90. 90. 60. 180. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace • 'I' '4' '2' '2' 'Y' 'Y' *( 8)BUILDING LAYOUT: *Build Build Build ----------Expand_EW---------- --Roof_Bay-- Frame * Type Width Length Use Opt Extend Offset Flange No. Width Recess 'LT-' 10.0000 41.0000 'Y ' 11 0.000 12.000 3.960 2 21.0000 1.0000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 3 0.0000 11.5000 8.125 10.0000 14.0000 8.125 10.0000 0.0000 0.000 *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 1 10.0000 1 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Member-Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 0 *(12)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(13)WIDE OPENING AND STRUT FRAMING: *-Open- Door-Jamb------ Stub Head Back-Brace Strut -Header_Beam- Deflection *No. Id Type F1gWid F1gThk Type Type Type Loc Type Type Max_Spc Horz Vert • 0 *(14)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 201 /5/5 EwDes-L.out Page 167 of 180 0 0)PARTIAL WALLS: --Bay_Id- ----Offset---- Jamb Base Top Full—Load ----Panel---- *No. Id Use Start End Start End Height Type Type Type Girt Col Part Opt 1 1 'P' 1 1 0.0000 0.0000 9.0000 '-' '-' 'C' 'N' 'Y' '--------' '-' *(16)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(17)COLUMN PART & ELEVATION: * ---Base--- *No. Id Type Part Opt Rot Depth Elev Opt 2 1 - --------' '-' '-' 0.000 0.000 -' 2 - -------- 0.000 0.000 -' *(18)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(19)RAFTERS: *Rafter Flange * Same Brace 'Y' 'Y' *(20)RAFTER PART: * Surf *No. Id Type Part Depth 1 2 'CRW 0.000 •)RAFTER SPLICES: Surf * No. Id Locate Type Opt 2 2 0.0000 -- - 2 10.3078 -- - *(22)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'Y' 8.0000 0.000 0.000 0.000 'W' 0.0000 7.2917 'Y' *(23)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'P' 1 9.0000 *(24)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(25)SIDEWALL GIRT: *Wall Girt No. Girt * Id Type Depth Offset Project Girt Location 2 'ZB' 0.000 0.000 0.000 0 4 'ZB' 8.000 0.000 0.000 1 9.0000 *(26)ROOF PURLINS: *Surf Surf No. Peak No. -Purlin_Set- * Id Ext Purlin Space Sets Space Quan 2 0.000 3 0.5000 2 3.3078 1 3.2500 2 •)PANELS/RF_COLUMNS: * Wall Liner ------Insulation----- -Open—Bay- RF_Interior_Columns * Panel Panel Use Thick Part F_SW B_SW Type No. Locate 126PBR36 ' '--------' 'N' 0.000 '--------' 'Y' 'N' 11 0 2o1j/5/5 �WAes-L.out Page 168 of 180 *(28)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW Brace_To_Frame • *Shear Bracing Option Height Left Right 'N' 'Y' -- 0.0000 10.0000 0.0000 *(29)WALL BRACING: * Wind Brace No.—Bay Specified * Shear Type Specified Bays—For—Bracing 100.0 'C ' 0 *(30)WALL BRACING ATTACHMENT * No. Attach --Bay_Id-- No. *Attach Id Start End Level Level—Height 0 *(31)EAVE EXTENSION: *Wall No. Ext -Bay_Id-- -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 *(32)CANOPY: *Wall No. Ext -Bay_Id-- -Edge—Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 1 0 2 0 4 0 *(33)FACIA/PARAPET *Wall No. Ext Fac Bay_Id ----Attach—Beam---- ---Facia/Parapet--- Edge—Extend Ext * Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt * (CIE) (ft) (ft) (?:12 ) (ft) (ft) (?:12 ) (ft) (ft) 1 0 2 0 4 0 • *(34)FACIA/PARAPET GIRTS: *Ext ----Top---- --Interior- ---Back_Panel--- Angle *Id Type Rotate Type Rotate Part Rotate Spacing *(35)ADJACENT BUILDING: *Wall No. Ext -Bay_Id-- -Edge—Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 *(36)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, PARAPET, AND ADJACENT BUILDING: *Ext Ext—Beam Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Snow Rain Press Suct Press Suct Press Suct *(37)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 2.0 3.0 20.0 0.0 0.0 50.4 1.00 0.28 1.00 0.60 *(38)EDGE ZONE: * Zone Col/ * Width Girt Panel Jamb 3.000 1.07 1.23 1.07 *(39)BASIC LOADS AT EAVE: *Seis Seis Seis Torsion Forces *Dead Girt Load Wind Seismic 1.5 0.0000 0.02 0.00 0.00 *(40)LONGITUDINAL BRACING LOADS: • * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 0.00 0.00 0.00 0.00 Right Column it 202 /5/5 6WAC5-L.Dut Page 169 of 180 *(41)WIND PRESSURE/SUCTION: *0 ind Wind ress Suct 47.9 -52.9 Column 47.9 -52.9 Girt/Header 47.8 -52.4 Jamb 59.4 -64.5 Panel 99.3 -82.7 Parapet Girt 75.5 -50.4 Transv Bracing, Facia/Parapet *(42)WIND COEFFICIENTS: * Column/Rafter Rafter Column/Bracing * Surf Wind-1 Wind-2 Wind-2 Long-Wind Surface * Id Left Right Left Right Left Right 1 2 Friction 1 0.42 -0.64 0.78 -0.28 0.42 -0.64 -0.64 -0.64 0.00 2 -1.06 -0.71 -0.70 -0.35 -1.06 -0.71 -1.06 -0.63 0.00 3 -0.64 0.42 -0.28 0.78 -0.64 0.42 -0.64 -0.64 0.00 *(43)COLUMN DESIGN LOADS: *-Load- ---Live--- -Add Snow- Wind-1 Wind-2 Long_Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 49 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 •0 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 .0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 1023 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 201 j-/5/5 EWDes-L.out Page 170 of 180 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 44 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 49 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(44)COLUMN DESIGN LOADS: Deflection *-Load- ---Live--- -Add-Snow- Wind-1 Wind-2 Long-Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Iran Id Coef 0 *(45)RAFTER DESIGN LOADS: *-Load- ---Live--- -Add-Snow- Wind_1 Wind-2 Long-Wind Column Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 43 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 • 4 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2o2j/6/5 EWPCs-L.oLct Page 171 of 180 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 • 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 25 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 36 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 37 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 38 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 39 1.01 1.01 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 �40 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 41 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 42 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 2017/5/5 EWAes-LxRt Page 172 of 180 43 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(46)RAFTER DESIGN LOADS: Deflection is *-Load- ---Live--- -Add-Snow- Wind-1 Wind-2 Long-Wind Column-Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 0 *(47)BRACING DESIGN LOADS: *-Load- ---Live--- -Add Snow- Wind-1 Wind_2 Long-Wind Column Wind -Seismic-- Aux _Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Iran Id Coef 22 1 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 • ' 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 14 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 20 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 21 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 22 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 *(48)AUXILIARY LOADS: * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(49)ADDITIONAL LOADS: * No. Add Loc Basic Load FX FY Mom X Y ..Conc • * Add Id Id Load Type W1 W2 Co DL1 DL2 ..Unif 0 *(50)GIRT LAPS: * Data ------Set-1------- ------Set-2---- Set-3------- 201 /6/� EWAPS-L.out Page 173 of 180 * 4 Opt Sets Left Right Quan Left Right Quan Left Right Quan P 9 g g ' 0 )GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 *(52)PANEL SCREWS: * No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 0 *(53)BEAMS: *No. Bay *Beam Id Use Offset Height 0 *(54)STEP LOAD COEFFICIENTS: * Basic Location No. ----Ste p_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(55)CAP SPRINGS: * Column Horiz * No. Id K 0 *(56)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(57)RIGID FRAME COORDINATES: *Frame Frame 0 d Type No. X_Coord Y_Coord 1 'BC' 3 1.4821 -0.4167 1.4821 10.3428 10.0000 12.5179 *(58)LOAD COEFFICIENT ADJUSTMENTS: * * Zone Basic ----Step_1--- ----Step_2--- *No. Id Load Area Coef Area Coef 0 *(59)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * * Code files used: * FL_FBC.14N * EW IBC.12N Version 4.0 49172LT Wall 1 - Design Code 4/24/2017 3:02pm -------------------------------------------------------------------------------- STRUCTURAL CODE: sign Basis WS - Working Stress of Rolled Steel AISC10 Cold Formed Steel NAUS07 BUILDING CODE: Wind Code FBC 14 (IBC 12) 201j 1515 EWAes-L.out Page 174 of 180 Seismic Zone A MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29500 (ksi ) 49172LT Wall 1 - Column & Rafter Design 4/24/2017 3:02pm 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 Co12 10.0 Total= 0.0 STRENGTH RATIO: Load Axial+ Shear+ Control Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ------- COLUMN REACTIONS: Load In Plane Out Plane Id Id Vert(k ) Horz(k ) Horz(k ) ----- ---- -------- -------- --------- COLUMN MEMBER DEFLECTIONS: . Load Deflection(in) Id-- -Id Limit- ------ - • COLUMN/RAFTER KL/R RATIO: Unbrace_Length ----KL/R---- Id Major Minor Major Minor ------ ------ ------ ----- ----- LOAD COMBINATIONS: ------------------ -----------=------------------------------------------------ 49172LT Wall 1 - Column Actions & Unbraced Leng 4/24/2017 3:02pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- LOAD ID 1: Dead+Collateral+Live ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 2: Dead+Collateral ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 3: Dead+Collateral+Snow • ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 201 /�/5 6wpes-L.out Page 175 of 180 &-ID 4: Dead+Collateral+Snow+Snow_Drift ----------------------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 5: Dead+Collateral+Snow+Slide Snow ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 6: Dead+Collateral+0.75Live ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 7: Dead+Collateral+0.75Snow ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- ID 8: Dead+Collateral+0.75Snow+0.75Snow_Drift ---- ---------------------- ----- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 9: Dead+Collateral+0.75Snow+0.75Slide Snow ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ---- - ----- ----- ----- ---- ----- LOAD ID 10: Dead+0.6Wind_Pressure+0.6Wind_Longl ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 11: Dead+0.6Wind_Pressure+0.6Wind_Long2 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ID 12: Dead+0.6Wind_Suction+0.6Wind_Longl -------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Maz_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 2017/5/5 EWDCs-L.out Page 176 of 180 LOAD ID 13: Dead+0.6Wind_Suction+0.6Wind_Long2 • ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 14: Dead+0.6Wind Leftl+0.6Wind Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 15: Dead+0.6Wind_Rightl+0.6Wind_Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 16: Dead+0.6Wind Left2+0.6Wind Suction Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 17: Dead+0.6Wind_Right2+0.6Wind_Suction • ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/k-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 18: Dead+Collateral+0.75Live+0.45Wind Left2+0.45Wind Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 19: Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 20: Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 21: Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 ------------------------------------------------------------ • Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 2027/5/5 EWACS-L.Dut Page 177 of 180 0 ID-22:-Dead+Collateral+0.75Snow+0.45Wind=Left2+0.45Wind_Suction Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 23: Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 24: Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 25: Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- ID 26: Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction+0.7 -------------------------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 27: Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction+0. ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 28: Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl+0.7 Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 29; Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2+0.7 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- ID 30: Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction+0.7 -------------------------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 2017/5/5 5wDes-L.O ut Page 178 of 180 LOAD ID 31: Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction+0. • ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 32: Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl+0.7 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 33: Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2+0.7 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor . Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 34: 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 35: 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 • ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 36: 0.6Dead+0.6Wind_Suction+0.6Wind_Longl ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 37: 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 38: 0.6Dead+0.6Wind Leftl+0.6Wind Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 39: 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 2017/5/5 6WAPS-L.mtt Page 179 of 180 * ID 40: 0.6Dead+0.6Wind_Left2+0.6Wind_Suction ----------------------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 41: 0.6Dead+0.6Wind_Right2+0.6Wind_Suction ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 42: 1.OlDead+1.OlCollateral+0.7Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 43: 1.OlDead+l.OlCollateral-0.7Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ID 44: 1.O1Dead+1.OlCollateral+0.75Live+0.53Seismic -------------------------------------------------------- Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 LOAD ID 45: 1.O1Dead+1.OlCollateral+0.75Live-0.53Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 46: 1.OlDead+l.OlCollateral+0.53Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 47: 1.OlDead+l.OlCollateral-0.53Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- ID 48: 0.59Dead+0.7Seismic &-- Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 2oi�/6/S 6wAes-L.out Page 180 of 180 ----- ------ ------ ------ ------ ----- ----- ----- ----- ----- ---- ----- LOAD ID 49: 0.59Dead-0.7Seismic ------------------------------------------------------------ Unbraced_Length(ft) Offset ---Actions(k ,f-k )--- Major Minor Minor --Max_KL/R-- Moml Id (ft) Axial Shear Moment Axial Axial Bend Major Minor Cb /Mom2 -------------------------------------------------------------------------------- 49172LT Wall 1 - Flush Girt Layout 4/24/2017 3:02pm GIRT LAYOUT: Bay Girt Bay-Offset Design Load ----Max-Load--- Id Id Locate Part Start End Length Weight Width Id UC Report --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ 1 1 9.000 8X25C16 0.00 10.00 10.00 26.9 1.57 WS 0.16 Moment WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: No.-Brace/Bay 1 1 GIRT STRENGTH: Bay Girt Load ----Shear(k )--- --Moment(f-k )-- Mom+ ---Deflect(in)-- Id Id Id Calc Limit UC Calc Limit UC Shear Calc Limit UC --- ---- ---- ----- ----- ---- ----- ----- ---- ----- ----- ----- ---- 1 1 WP 0.23 2.19 0.10 -0.57 3.64 0.16 0.11 -0.01 1.33 0.01 WS -0.26 2.19 0.12 0.64 3.92 0.16 0.13 0.01 1.33 0.01 WP - 0.6Wind_Pressure WS - 0.6Wind Suction UNBRACED LENGTH: Reduction Bay Girt ----Minor--- ----Cb---- --Moml/Mom2- Factor Id Id Major Top Bot Top Bot Top Bot Top Bot --- ---- ----- ----- ----- ----- ----- ----- ----- ---- ---- 1 1 10.00 0.00 5.00 1.00 1.30 1.00 0.00 0.00 0.65 49172LT Wall 1 - Wall Panel Design 4/24/2017 3:02pm PANEL DATA: Rotation Panel Bay Part Type Gage Yield Stiffness Height 1 26PER36 PBR 26.00 80.0 0.00 12.15 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 9.00 12.15 WP 0.0 107.0 0.00 -44.2 107.0 0.41 -0.0 0.63 0.03 WS 0.0 135.0 0.00 59.0 135.0 0.44 0.0 0.63 0.04 WP - 0.6Wind Pressure WS - 0.6Wind_Suction