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HomeMy WebLinkAboutANALYSIS OF SUPPORT STRUCTUREFLORIDA ENGINEERING AND DESIGN. INC Analysis of Baghouse Support Structure "Adjacent to Building 4" Project No: 14-1440 Task 12 &13 Prepared For Liberty Tire Recycling V 00 U r/berty 0 TIRE RECYCLING 9675 Range Line 'd '�.Lucie, Florida 34987 F'� 10, L E SCANNED BY St. Lucie Coun repare By OZA SFD����i Florida Engineering & Des>viceNSFgGy�i�� IN C 255 County Road 555 Soutb� Q ' No. 74461 9� Bartow, FL 33830 www.fedinc.com STATE OF n O_ RIOP•'G\�\\� September 10, 2015. II11 O?\\\\ CB65)-665- --616'3 S p e. -;tl- Report of Findings and Analysis 1. Introduction Project Location 9675 Range Line Rd Port St. Lucie, Florida 34987 This project entails the structural analysis of baghouse support structure adjacent to building 4. The loading summary and load combinations for-baghouse support structure is outlinedin this section. ETABS was implemented as a Finite Element software to analyze the structure. The following standards were implemented to analyze the,baghouse support structure. 1- ASCE 7-10 "Minimum Design Loads of Buildings and Other Structures". 2- Florida Building Code 2010. 3- AISC-ASD 360 �I =W TS MIS BAOHOUSE ELEVATION VIEW SGlE: %-e-r-a• . Figure I- General arrangement ofBaghouse Support Structure Load Combinations (AISC-ASD 360 Method), Conforming to FBC 2010 and ASCE 7-10 FBC 2010- 1605.3 COMB 1 1.0 Dead COMB 2 1.0 Dead + 1.0 Live COMB 3 1.0 Dead + 0.75 Live COMB 4 1.0 Dead + 0.6WindY COMB 5 1.0 Dead + 0.75 Live+ 0.45WindY COMB 6 0.6Dead + 0.6WindY Summary of Loading Dead Load = 21,300 (lb) Live Load=191,645 (lb/ft) 532 3 r Figure 2- Dead Loading on the Baghouse Support Structure (Kips) INC 4791 47.9t 1 41-91 G1 1 J f Y Figure 3- Live Loading on the Baghouse Support Structure (Kips) Wind Load Risk.Category of Structure: I Vau = 140 (mile/h) FBC 2010-Figure 1609C Wind Exposure: C FBC 2010-1609.4 Wind loading on the baghouse support structure was determined conforming to the provisions of The Alternate all Heights method in FBC-1609.6 1609.6.3 Design equations. When using the alternative INC all -heights method, the MWFRS, and components and clad- ding of every structure shall be designed to resist the, effects Of wind pressures on the building envelope in accordance with Equation 16-34. P1P,= q, Kz C , [Kj (Equation 16-34) qs = 50.2 K,= 1.1 Cnet = 0.73 Kzt = 1.0 Pnet = 40.3 (lb/ft2) Face area of the baghouse = 414 (ft2) Force Pact = 40.3 x 414 (ft2) = 16,684 (lb) Applied as 4 horizontal load at 4 columns in Y direction: 4,170 (lb) The corresponding moment from the wind load (450,468 (kip-ft.) applies as 4 point loads at the Columns: (2 @ 19,600 (lb) applies upwards; 2 @ 19,600 (lb) applies downwards) na ,96 411 19 C v i i r r r Figure 4- Wind Loading on Baghouse Support Structure (Kips) INC Stress analysis of the Baghouse Support Structure All the load combinations (determined in accordance with ASCE 7-10 and FBC 2010) were used to assess the strength of the structural steel members conforming to AISC-ASD 360 code. (Induced stress/allowable stress) ratio is provided as a color tape as shown on the bottom of the stress analysis Figure 5. (No failed member shall be observed), as all the members passed the design criteria. (Induced stress/allowable stress) <1.0 for all the members; For further information see the FEA Report. 1 ase ' ore the red li s for the 5 �2x 1 4 racizt . The bracings must be designed for tension only. The tensile stress in the L2.5x2xl/4 bracings was evaluated using hand calculations and found satisfactory as far as compliance with AISC-ASD 360 code. Please see the following hand calculations: Allowable tensile force = Fy.Ag/1.67 = 36 (ksi) x 1.07 (inz) /1.67 = 23 (kips) Maximum tensile force in the L2.5x2xl/4 bracings = 7.90 (kips) - As a result of pure wind loading. 7.9 (kips) < 23 (kips), the size of the L2.5x2xl/4 bracing is satisfactory. c�oxs3 c�oy¢� hoYtgd � 1� c��A.s 4 �t K % 9 ; aa` r V, Figure 5- Finite Element Analysis of the Baghouse Support Structure ETABf"2015 Integrated Building design Software Analysis of Baghouse Support Structure Model File: Baghouse Support -Building 4-Liberty Tire Recycling, Revision 0 9/10/2015 c Table of Contents 1. Structure Data 4 1.1 Story Data 4 1.2 Grid Data 4 1.3 Point Coordinates 4 1.4 Line Connectivity 4 2. Properties 6 2.1 Materials 6 2.2 Frame Sections 6 3. Assignments 7 3.1 Joint Assignments 7 3.2 Frame Assignments 7 4. Loads g 4.1 Load Patterns g 4.2 Applied Loads g 4.2.1 Point Loads g 4.3 Load Cases g 4.4 Load Combinations g 5. Design Data 11 5.1 Steel Frame Design 11 Page 2 of 13 List of Tables Table 1.1 Story Data Table 1.2 Grid Systems Table 1.3 Grid Lines Table 1.4 Joint Coordinates Data Table 1.5 Column Connectivity Data Table 1.6 Beam Connectivity Data Table 1.7 Brace Connectivity Data Table2.1 Material Properties -Summary Table 2.2 Frame Sections - Summary Table 3.1 Joint Assignments - Summary Table3.2 Frame Assignments - Summary Table 4.1 Load Patterns Table 4.2 Joint Loads - Force Table 4.3 Load Cases - Summary Table 4.4 Load Combinations Table 5.1 Steel Frame Summary - AISC 360-10 Page 3 of 13 4 4 4 4 4 5 5 6 6 7 7 9 9 9 9 11 Structure Data 9/10/2015 1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity: 1.1 Story Data 1.2 Grid Data Table 1.1 - Story Data Height- Elevation Master 'Similar Splice „Name in, to Story To Story' Story2 108 216 No None No 6 Sto 1 .ry 105; 108 _No_ 1 None i No Base-~0—_�� 0^-} No 1 None Noi- Table 1.2 - Grid Systems Story X- Y Rotation' Bubble , .Name Type Origin Origin de g Range,` g Size Color ft . in - G1 Cartesian Default 0 - ( O 0 BO ffa0a0a0 Table 1.3 - Grid Lines Grid Grid ,Bubble. Grid ID 'Visible Ordinate System Direction _ Losahon St G1 X A I_-- Yes I End -0 aVG7 ° X._- B Yes�IrvEnd ## 11.25�1 -G1 ,.f Y 1 i YesStartI 0 1.3 Point Coordinates Gt^Y 2v ' Yes i,Start t11.25 A Table 1.4 - Joint Coordinates Data �. .Label n. n Below in 1 - 0.1--.0 _ a 2 0 'i-. 135 - 0 3 135 0 0 t 4�,_{, 135 135 0, 5 135- 67�67.5 5 D 6 7 Ik 67.5 0 I o �. iF-9 �Y`- 67:5 �:135_.., , _0_ .. 1.4Line Connectivity - - Page 4 of 13 Structure Data Table 1.5 - Column. Connectivity Data _. -.. --. • I -End. J-End [-End C1 L_1 1 Below 51 T j 2 z 2 ' Below C3 3 3 Below ` C4 4 1 4 Below Table 1.6 - Beam Connectivity Data I -End J-End Curve, :Beam, Point Point Type Bt 3 4 None B2 1 } 3 None 63 2 1 ~ 4 None Y ? B4_µ 1 —;4 2 None Table 1.7 -.Brace Connectivity Data Brace I -End J-End 1-End, Point 'Point Story D1 5 1 I Below � D7--'�--.5" '• 2 1 Below 53 1 5 Below F- D4-�'��—_ 2. .. �- 5 Below 9 j _i ~6 3 Below t D8��1 _ _ fi 4 r Below m 67 3 f fi Below w-�_ r--,-- 8 . __ . 4 F Below l ". D9 s'w-.6 _ . 1 7 Below ~ L D10 j 3 7 , Below I � D11 7 1 Below D12� i, _�_..__ 7 € 3 j Below D17 _ I 2 9 Below �ow D1&"f.__4_t� 9' Below? D19 ( 9_1 2� Below Page 5 of 13 9/1012015 Properties 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary Unit. .Name _ Type 2 v; Weight Design Strengths Ib/ili n., .lb/ft3 A615GB0 Reber 29000000 0.3 490 Fy=60000lb/in', Fu=900001b(n' 2F 50ISteel 9000000 03 490 F - Y y-500001blri ,Fu 6500i11b/m°1 2:2 Frame Sections Table 2.2-.Frame Sections - Summary Name Material - ,.Shape C10X15.3 A992Fy50 _ Steel Channel L24X2X /27/4 :Ag92Fy50�Seel Angle t- W6X15 A992Fy50i.jSteel NNide Flange Page 6 of 13 9/10/2015 Assignments 3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments 3.2 Frame Assignments Tattle 3.1 - Joint Assignments - Summary Unique Story Label Name.Diaphragm Restraints _ - Story2 1 3 From Area From Area Storyt 3 9 From Area 1 rStt 4_'� _i 12 From Area Storyt 1 2 From Area `Storyt i 2 5. From Area Storyt _ 3 8 1 From Area ry1 R_ 4` _ 11 From Area- Story! _ _ 13 _. From Area ( 5 Storyt 6 14 i Area Storyt _ 7 __Ti -From From Area Sao i_ .9 '.I From Area i� Base 1 1 From Area f` UX; UY; UZ r Base 2 4 u From Area 't UX LY, UZ I Base ! - _ 3� 4_ i 7 10 _- From Area JtUX UY; UZ From Area" FlJ ,UY; UZ J Base '- Table 3.2 - Frame Assignments - Summary 9/10/2015 _... _ Max Story, Label Unique ,Design Length Analysis Design Station' Number 'Releases Name' Type in Section Section, Spacing Stations in Storyt C1 2 Column l 108 W6X15 W6X15 3 No Storyt ` C2 _ 4_I{`f Column 108 W6X15 W6X15 Storyt C3N 6 If60lumn 108 W6X15 W6X15 3 y No �_ry2 C4 Column! 108 'W6X15 -.• W6X15 j 3 T, No� _ 8 Storyt C1 1µ ColumnY 108 W6X15 W6X75 _r II 1 3 No I Storyl �Storyl C2 C3 $ 5 Column - 108 Column 108 W6XI5 W6X15 , W6Xt5 W6X15 I 3 - f No 3 �1 No f Si0 1 C4 7 � Golumn • 108 W6X15 -�- t , W6X75' 3 t 1 Storyt B1 9 Beam �135 II X15.3� C10X15 3 I 24 _No.�.._�..' 3 Yes ,. Story2 Slory2 B2 B3 ,-10 u11 ; Beam ;_135 Beam 135 C10X15.311 C10X15.3 C10Xt53 C10X753 "'24 24 -_yes j� Yes iT_Story2 - B4 12 Beam 135 i C10X15.3 ClOX15.324 v L_...e Story1�B1_,._ 14 It Beam 135 IL21/2X2X1/4 L2-1/2X2X1/4 24 Yes F-Stt`o�ryll a Storyt B2 r L B3 15—(_.Beam 16 _ - 135, SL2-1/2=1/4 Beam 135 I} L2-1/2X2X1/4 L2-1/2X2X7I4, 1_2-1/2X2X7/4 Y24 24 �'�� Yes" Yes Storyt ! Storyt B4 13 _ 17 Beam 1M35 �-Brace 1127.3587 L2 1_/2_X2X1/4 L21/2X2X1/4 L2-t_12X2X1/4 L21/2X2X114 ,24_ . I Yes,' 3A- Yes D1_. a L Storyt , D2 ': 18 �� Brace ,12,7.3_5871 L2 1/2X2X1l4 FNX2X1%4 -�L-�--If 3'_ s i.Yes Page 7 of 13 Assignments Table 3.2 - Frame Assignments - Summary (continued) 9/1012015 .. Max Min 1 . Story Sto Label Unique Design Length Analysis Design Station . _ Number Releases - • Name- , Type in Section Section_ Spacing Stations .. .. . - - in •- .. Story2 D5 21 Brace I127.3587 L2-1/2X2X1/4 I 1-2-1/2MIA 3 �Stor}2 D61x Story2 D11 22 Brace j�2_7B_ra_ce 127:3587{ L2-1/2X2X1/4 L2-1/2X2X1/41f _Yes ��.�� _ 3 ` YeS�� S.2.—..' I..-..� 127.3587 L21/2X2X1/4 L2-12X2X1/4,I� 3 Yes SfoiyL 1:2• 28 ,Br ,ace �127.3587 L2 1/2X2X1/4 t L2112X2X1/4_ .�_ 7r''—D Story2 ui9 •� 35 _Brace 127.33587 L21/2=1/4 L21/2X2X1/4I 3 Yes S Story24 it D20 ;,err story1 I D3 36 ' Brace I 19 r Brace r127 3587 �127.3587 1-2-1 X2Xj/4 L212=1/4-tIF-^-L.2-1-2X2^X1//4 L2 1/2X2X7/4 tI! 3 Yes SforyI-lj D4 j 20. 'Brace r127.5387 L21/2K2X7/4t L21/2X2X'I� ` - 3 Yes fi Storyl D7 - 23 Brace 1273587 L21/2X2X1/4 1-21/2=1/4 _J 3� Yes Story1 > D8 L i -snr Storyl 1 D9 24�Brace t` 25 ( Bm!ce_j 12j - 1273587 L2 72X2X1/ i L212X2X1/4 /2X2X1/4 i1 L212X2X1/41 3 r Yes^;- _ _ 3 Yes. Story1 � I)10 , r 26 >Brace 1273587r L2112X2X1l4 L2112X2X1/4 � 3, t � Yes ;'� 1 l' Storyt 1 D17 ( 33 f Brace �1273587 L2 1/2X2X7/4 L2 1/2X2X1l4 I�3 Yes Story1 t D78 pp 34 Brace ,; 127!3587 L2-12XZX7/4 LL2,1/2X2X7/4 z , 3 ' i —17 Yes Page 8 of 13 Loads 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Self Name- Type Weight Auto •multiplier L'pad Dead Dead Y 1 j iive t Live t -0 iWindY� Wind , 0 None 4.2.Applied Loads 4.2.1 Point Loads Table 4.2 -Joint Loads - Force Story' .Label, Unique Load �FX FY " FZ .mX 'my MZ- -Name Pattern kip. kip kip - kip-titkip-ft- ' kip-ft Story2 1 3� Dead 0 0 -5.325 0 0 i 0 St0'ry2 2 6 ( Dead t 0 0 -5.325 0 0 0— Story2 3 9 Dead 0 ~0 5.325� 0�0 Ston/2 � 4 12 Dead 0, i 0 0 Story2 1 3 Live 0 I 0 -47911 0 0 0 Story2 -�2 ` - 6 Live .0 -i 0 —i4t 0 +-47-911 Story2' 3 9 Live 0 I0 fi-47.91^0^� 0 ^i 0~•f Story2 4 0-i{{s,. 0 -47 '— 12 Live 911 .0 E D Story2 1 3 WindY 0 417 19.6 0 0 0 sta' z. s I- -= i 1 ryz WintlY 0 _? 417 - 19:6 r 'A' 0' l D 1 Story2' 3 9 Windy 0 417 19.6 0� 0 0 w 1� a_ - 1= Story2 4 t 12 WmdY 7, 0 �t 417 `-19'6-- 0 0 4.3 Load Cases 4.4 Load Combinations Table 4.3 - Load Cases - Summary Name , 'Type Dead `Linear Static L.iLinear diit f Windy tl Linear Static Table 4.4 -.Load Combinations Load ' SFactor cale L. Name .,,Cate/Combo Type Auto: - Comb1 I Dead 1 Linear Add No Comb2 Live q-1--.-(Linear Add No Comb2 Dead 1 I�� No Comb3 r 'Live-•.0.75 tLinear Add+�No Comb3 bead 1 IVi No Page 9 of 13 9/10/2015 Loads Table 4.4 - Load Combinations (continued) cpau acaje Name ;.Ease/ComboIFactor . Type Auto WindY 1 0.6 1 Linear Add Comb' Live 1 0.75 ! Linear Add No Dead I 1 I I No Combs { Dead 1 0.6 1 1 No Page 10 of 13 9/10/2015 0 L e 1� 4 Design Data 5 Design Data This chapter provides design data and results. 5.1 Steel Frame Design Table 5.1 - Steel Frame Summary"- AISC 360-10 (Part 1 of 2) 9/10/2015 Um ue, Design, Desi n -- M StoryLabel 9- 9. g PMM PNIM M Major Status P Ratio Minor Name Type '� Section :Combo Ratio 'Ratio" - Ratio Storyt_ �' C7 ' Ci �C2 2 Column I W6X15 I _ Column t _ W6X15 4 Column W6X15 No Message COmb2(C) 0.44 r.ri € No Messagg� Comb6(T) p 0.051 No Menage Comb5(C) 1 0.457� 0.438 0 001 0.001 _........,_. �0.04_2 I( 0� 0.009 _ 0.449 �0.001 0.007 i Storyt Slory2 C t � Story2't(t- fi Column W6X18 No.Message Comb2(C)i i0,44 OA38_ 0.15011-q�0. 0 Storyt F C3 Column W6X15 W6X15 tt; �t. _ No Message + Comb6(T) I 0.051 0.042 0 { 0.009 '. Story2 Storyt ; CA C1 S .. 1 Column " W6X15 - 1 Column-.!}t.-W6X15 l #t- No Message '+ Comb5(C) F 0 457 1 No Message Comb2(C) 0 463 la 0.449 , 0.001 0.007 0 462 r0 001 I 0.001 ( Storyt , C1 1 Column t No Message Comb6Q) " Storyt C2 .W6X15 3� Column W6X15 , 0 051 !` No Message Comb5(C) 1 0481 ( •0.042 g _0 -0.009 J 0.473 0.001 0.007 Storyt Storyt t C3 C3 ( 5, Column W6X15 ' {Column W6X15 i _ No Massage omp2(C) jr 0 463 ) No Messa a Comb6m 0.0 i0462 0.001 0 001:_( 0 042 0 0.009 Storyt Storyt 74 --filtt Bi 7 -WF Column : W6X15 Beam No Message t Comb5(C)0481 0 473 0 001 0 007 9 i C10X15 3 No Message i Comb2(T) 0.025 0.014 . { 0.011 I 0 -01 (ti _Storyt $2 10 r Beam +. C10X153 'No,Message 1Comb4(C).i 0.032 ! 0021 6 T 0 f Storyt Stony2 B2 $3 I I Beam C10X153 i No Message Comb2(T) 0.025 E 0.014 0.011 0 �. 11 : Beam C10X15 3 1 No Message Comb5(T) '-0 025 0.014 0.011j ( Storyt 64 12 Beam C10X15 3 No Message Comb2(T) 0 025 0.014 0.011 0 Storyt !81 ' 14 Beam t L2 1I2X2X7/4� 1 Warning. See Message 3 Comb4(Cj i 9.031 0.0]2 0 011 ( 0.008. Storyt B7 Beam �L21/2=1/4 armng See Message Comb5(T)E 0021 0001 0012 - 0009 1 Storyl B2 15 ° Beam 1/2X2X1/4 Warning, See Message ` Comb2(T) 0.021 0 0002239 0 112 ; -0 009 Storyt B3 7L2 16 Beam f L2 1/2X2X1/4�$11- Warnmg See Message Comb5(T) j 0.021 r 4I7t 000022fi8 0 012 {! 0009 �!Story1 'B4 ^� ' `13 Beam `L'L iI2X2X1/4 j- Warning: See Message k Comb4(C) -0.031 0.012-�0_�011 i 0008 �r Storyt t�B4 { Beam .1-21/2=1/4 _..��..�...� Warning: See Message+k Comb5(T) 0021 _ _I 0001 0012 0009 i�Story2 Story22 'D1 D2 }IF.. 0 17 i Brace ?L21/2X2X1/4 18 i Brace L21/2=1/4 .Warning See Message F Comb5(C) 20355 1 Warning See Message Cbmb2(C) 15.986 20298 ' 0:04 00171 15.929 004 0017 4 .Storyt' Storyt ! D2 D5 k ^.tl BraceL21/2X2X1/4 21 Brace L2l/2X2X1/4 Warning -See Messag Comb4(T)1 0181 Warning: See Message Comb5(C) 20.355 0124 j 0:04_ 0.017 N-004 Storyt r �D6 { �. 32 ) 20.298 0.017 Storyt D6 1 Bracey) L2 1/2X2X1l4 (l Brace �. L2 1/2X2X1/4 Warnmg See Mbs aag�0omb2(CC) 1598fi j -Warning See Message Comb4(T) 0.181 15 229--t1 P-04 i 0.017� 0.124 I 0.04 0,017 Storyt 0,11 1_ 27 Brace 1/2X2X114 ;_Warnmg Se_e Message Comb2(C) 15`987 I 15.929 --I 0 g4 7 0.017 j Storyt j D11 ;D12 tL2 Brace 7_L21/2X2X1/41 28 p Brace .-L21/2X2X1/4: Warning: See Message f, Comb4(r) i 0.108 Warning: See Message i*Comb2(C) 15,967 0.051 004017 15.929 r 004. )'0.017'1 _Storyt Story2D12 ��- � Brace �L210=1/4 Warning See Message Comb4(T)l 0.108 0.051 0.04 0.017 Storyt Storyt D79 t. D20 35 � � Brace i_L2 1/2X2X114 36 1 Brace L21/2X2Xi/4 g Wammg: See Message C C) � 163881 i, Wammg See Messaged Comb5(C) 16.381 116324 Z 0.04 0.017 r 16.324 004 0017 I y,5 ryl Storyt Storyt D3 D3 1D4 19 P , , aL2 1/2X2X1/4 ; Brace L21/2X2X7/4 20 --� Brece-?!- h2 1/2X2X1(4 Wammg See Message'- Co_mb2(C) 16122 i1i Warning: See Message Comb4(T)k 0181 I See Message l�CombS(C) ` 20:566 i U3 064 0 04- 0 017.� 0123 00004 0_ 017 1 . A -Warning: 20.508 0 04_ 0.017 Storyt D7 23 I(I Brace I L2 1/2X2X7/4 I Warning: See Message Comb2(C) 16.122 1fi.064 0 04 0.017 (.Story�_D7 �. Y Brace-- L2 1/2X2XV4, (1Narnmg.See Message j Comb4(T) _-0.181 1 0:123 , 0.04 ' ('0.017 Page 11 of 13 Design Data Table 5.1 - Steel. Frame Summary - AISC 360-10 (Part 1 of 2, continued) 9/1012015 ' Unique Design Design + PMM' M 9 9 9 PMM. M Major Story Label Status P Ratio - Minor Name T e Section Combo Ratio Ratio _ Ratio Storyt D8 24 Brace L21/2=1/4 Warning: See Message Comb5(C) 20.566 20.508 0.04 0.017 { Storyt ' :D9 YD9 f 28 'Brace y L21/2=114 L2 t. Wammg See Message -, Co,_.mb2(C) F 16122 16.065 c. 0.04 , i 0 017 4 Brac—_-e I 112X2X7/4 Wammg See Message Comb4(T) 0.106 0.049 0.04 0.017 �Story1 + Story' D10 26 Brace_` L21/2X2X1/4. Warning. See Message Comb2(Cj i 16 122 16.065 r 004 0.017 I Storyt -) D10 Brace L21/2X2X1/4 Warning: See Message Oomb4(T) 0.106 0.049 004: i 0.017 Story? D77 _33 �. Brace 1-2-1/2X2X114 jEammg: See Message:;. C_omb5(C) 4 1_6.517 _ 16,459 < 0.04 t_0.017_7 Storyt 4�D18 34 Brace L2-1/2X2X1/4 i Warning: See Message, Comb(C) 16.517 16.459 l 0.04 0.017 Table 5.1 -Steel Frame Summary - AISC 360-10 (Part 2 of 2) Story Label Unique 'VMajor VMajor V�Mnor VMinor t Message .. Name Combo Ratio Combo Ratio Story2 Ct 2 Comb2 0.000175 I Comb6 0.0001777 L.Sto Cl t.� ) Story2 C2 4 Comb5 _�_ 0.000I767 Comb4 0.0002634 FStory2. Story2 C3 r 6, `I S r _Comb2 x 0.000175 _Comb6 10.0001777 I ��Story2 _C34 I . C4 # 8 Combs iii 1 Comb4 - r0A0D1767! Comb4-D0002634. Storyt Cl —� 1 Comb2 0 Comb6 I00002043 g Storyt ;C7 Storyt C2 j 3 Comb5 0 Comb4 0 0002192 Storyt Storyt C3 �"—� Comb6 • 0,0002043 I i _ Sto>�$-�C4 +� 7 �� Comb5 tr. �fI J 0!-Comb4}: 0:0002192 Story2 I B1 9 Comb5 0.002 Comb6 ! 0 Story2 {{{ B2 I 10 ' _Comb5 0.002 i Comb6 III. 0 ---1 Story2 B2 - }P- I -�-- Story2 {_`B3 1 1t i Comb5 0.002 ColI t •mb6 0 r _ _ Story2 I B4 12 Comb5 I 0.002 q Comb6 f _ 0 Storyt Storyt � 81 B1—lj � 14 - Como2 4 1 Co.— -� 0.001 `Comb6_ _ 0 -- kl/n> 200. f J 2 Vr> 300 ; 8toryl Storyt !II , 82 B3 15 1fi Comb2 I Combs r D.O01 • • .Comb6, 0 ' V Co 0.001 mb6 0 Vr> 300 1 Vr>300 I Storyt Story' B4 B4 13 Comb2 0.001 _Comb6 i .0 > kl/r200 I Vr> 300 Story2Dt Story2_ IT D2 � ` 17 �� 181E r6amb5 Comb5 -�0:001Comb6 _' Dom-_ 0.001 �� Comb6 L 0 kllr>200 kl/r> 200 1 + Story2-; _132: Ilr>300, Story2 �� 65 I 21 w Comb5 0.001 CombC 0 kl/r> 200 .Story2 Story2 Dfi D6 r 22. f Comb5 0.001 'Comb6 { � 0 �_ kVr>200 Vr>300 q Sto y2 r Dit, Comb5 0.001 Comh6 r 0 kl/r> 20)D Story2 D'1 Vr>300 � Story2 Story2 D12 I D12 I. --28—i Comb5'. � � D.001 1 Comb6 �_ �0 - �u( kl/r> 200-i I/r> 300 Page 12 of 13 Design Data 9/10/2015 Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 2 of 2, continued) -S,tory Label Unique_ V Major V Ma/or V Minor .V Minor, Name 'Combo .Ratio Combo Ratio' Message H Storyt D19 35 � Comb5 0.001 ) Comb6 0ry kl/r> 200 ESto2 D20 36 'Comb5 0.001 Comb6f 0' m1�kVr>200� Storyt a 19 1 Comb5 Comb6 0 kllr> 200 _D3 ryj " ( Storyt 03 -0.001 R _1 f Ur> 300 i Storyt ��D4 20 Comb5 1 _ 0.001 Comb6 _ 0 _ kl/r>200 FStoryt j—_ 07 3 + Comb5 �- r Hot I Zomb6 1 — 0, ! kl/r> 20-0- _7 Storyt I D7 I Vr> 300 r Story) D6- Storyt D9 44;4--- 24 T 25 C_omb5 Comb5 (!} �w ' _ 0_.001 0.001 ^- s Com6fi Comb6 _ ��. 0 _ 0 #{ kVr> 200 I kl/r _200 L Storyt �9 jj� ._ - � III _ {-- Vr> 300 � — � Storyt D10 —COmb5 I 0.001 Comb6 0 kl/r> 200 ^ 26 SS Storyt l_ Ur>300 � . Storyt D77 1 33 i Comb5 0.001 Comb6 I 0 kUr> 200 Storyt i D18 ; 34 I Comb5 0.001 i.Comb6' 0 kllr>200 Page 13 of 13 'FL ORIiDA ENGWMERING ANC:O SIGN.:INC INC :SCANNED - BY St. Lucie County Analysis of Baghouse Support Structure "Adjacent to Building 4" I' 1No- 14-1440 FILE`�'COPY Prepared For Liberty Tire Recycling Uberty 40 \ TIRE RECKE6IOG�/ 9675 Range: Line Rd Port St. Lucie, Florida 34987 ��\\\Jill II/// %09 i� Prepared By _ 4461 r%fAre 0. * Florida Engineering & Design, Ine. A' � 255 County Road 555 South �IV o---EN�'�e�� Bartow, FL 33830 9�as,���RI ► I I I II \\\\ www.fedinc.com ' September 25, 2015 E Index Sheet This report.contains the findings and analysis of baghouse support structure. adjacent to building 4 in Liberty Tire Recycling Plant located in Port St. Lucie, FL including load calculationsand Finite Element Analysis using ETAB software (Page 8 through 20 of this report). The analysis conforms to the following code and standards: I- ASCE 7A "Minimum Design Loads of Buildings and Other Structures". 2- Florida Building Code 2014.5' Edition. 3- AISC-ASD 360 The report contains 20 pages with the page# indicated on the bottom right comer of each page. Please feel free to contact me if you have any questions or concerns. No. 61 .9ia / ® ` lnlii� �/�o,1e C863) - 665- �363 2 Report of Findings and Analysis 1. Introduction Project Location 9675 Range Line Rd Port St. Lucie, Florida 34987 This project entails the structural analysis of baghouse support structure adjacent to building 4. The loading summary and load combinations for baghouse support structure is outlined in this section. ETABS was implemented as a Finite Element software to analyze the structure. The following standards were implemented to analyze the baghouse support structure. 4- ASCE 7-10 "Minimum Design Loads of Building_ s and Other Structures". 5- Florida Building Code 2014 5a' Edition. 6- AISC-ASD 360 BAGNOUSE ELEVATION VIEW . SGLE: Ne-Y-o' Figure I- General arrangement of Baghouse Support Structure Load Combinations (AISC-ASD 360 Method), Conforming to FBC 2014 51 Edition and ASCE 7-10 FBC 2014- 1605.3 COMB 1 1.0 Dead COMB 2 1.0 Dead + 1.0 Live COMB 3 1.0 Dead + 0.75 Live COMB 4 1.0 Dead + 0.6WindY COMB 5 1.6 Dead + 0.75 Live + 0.45WindY COMB 6 0.6Dead + 0.6WindY Summary of Loading . Dead Load= 21,300 (lb) Live Load.— 191,645 (lb/ft) Figure 2- Dead Loading on the Baghouse Support Structure (Kips) 0 Lt IN a[9+ 4T 9t 41g1 49 1 X Figure 3- Live Loading on the Baghouse Support Structure (Kips) Wind Load Risk Category of Structure: I Vast = 140 (mile/h) FBC 2014-Figure 1609C Wind Exposure: C FBC 2014-1609.4 Wind loading on the baghouse support structure was determined conforming to the provisions of The Alternate all Heights method in FBC 2014-1609.6 GINN A609.6.3 Design equations. When using the alternative all -heights method, the MWFRS, and components and gad- ding of every structure shall be designed to resist the effects of wind pressures on the building envelope in accordance with Equation-16-34. P ,,=q, K C, , [Ka] (Equation 16-34) qs = 50.2 Kz= 1.1 Cnet = 0.73 Kzt= 1.0 Pnet = 40.3 (lb/ftz) Face area of the baghouse = 414 (ft) Force Pnet = 40.3 x 414 (ft2) = 16,684 (lb) Applied as 4 horizontal load at 4 columns in Y direction: 4,170 (lb) The corresponding moment from the wind load (450,468 (kip-ft.) applies as 4 point loads at the Columns: (2 @ 19,600 (lb) applies upwards; 2 @ 19,600 (lb) applies downwards) Figure 4- Wind Loading on Baghouse Support Structure (Kips) T Stress analysis of the Baghouse Support Structure All the load combinations (determined in accordance with ASCE 7-10 and FBC 2014) were used to assess the strength of the structural steel members conforming to AISC-ASD 360 code. (Induced stress/allowablestress) ratio is provided as a color tape as shown on the bottom of the stress analysis Figure 5. (No failed member shall be observed), as all the members passed the design criteria. (Induced stress/allowable stress) <1.0 for all the members; For further information see the FEA Re leasort. e i uo e the i red lnes far the L2.5, xl d4 bracin The bracings must be designed for tension only. The tensile stress in the L2.5x2xl/4 bracings was evaluated using hand calculations and found satisfactory as far as compliance with AISC-ASD 360 code. Please see the following hand calculations: Allowable tensile force = Fy.Ag/1.67 = 36 (ksi) x 1.07 (in') /1.67 = 23 (kips) Maximum tensile force in the L2.5x2x 1/4 bracings = 7.90 (kips) - As a result of pure wind loading. 7.9 (kips) <23 (kips), the size of the L2.5x2x1/4 bracing is satisfactory. Figure S- Finite Element Analysis of the Baghouse Support Structure ETBf ®2M 5 integrated Building Design Software Analysis of Baghouse Support Structure Model File: Baghouse Support -Building 4-Liberty Tire Recycling, Revision 0 9/10/2015 1.1 Table of Contents 1. Structure Data 1.1 Story Data 1.2 Grid Data 1.3 Point Coordinates 1.4 Line Connectivity 2. Properties 2.1 Materials 2.2 Frame Sections 3. Assignments 3.1 Joint Assignments 3.2 Frame Assignments 4. Loads 4.1 Load Patterns 4.2 Applied Loads 4.2.1 Point Loads 4.3 Load Cases 4.4 Load Combinations 5. Design Data 5.1 .Steel Frame Design Page 2 of 13 4 4 4 4 4 6 6 6 7 7 7 9 9 9 9 9 9 11 11 0 List of Tables Table 1.1 Story Data Table 1.2 Grid Systems Table 1.3 Grid Lines Table 1.4 Joint Coordinates Data Table 1.5 Column Connectivity Data Table 1.6 Beam Connectivity Data . Table 1.7 Brace Connectivity Data Table 2.1 .Material Properties -Summary Table 2.2 :Frame Sections - Summary Table 3.1 Joint Assignments -Summary Table 3.2 Frame Assignments - Summary Table 4.1 'Load Patterns Table 4.2 Joint Loads - Force Table 4.3 Load Cases - Summary . Table 4.4 Load Combinations Table 5.1 Steel Frame Summary - AISC 360.10 Page 3 of 13 4 4 4 4 4 5 5 6 6 7 7 9 9 9 9 11 10 Structure Data 9/10/2015 1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Data Name . Height :Elevation Master Similar Splice in in Story TO Story Story2 108, - - --216 No None I No Storyt 108 '108 No None No Base . 0 c No I None No 1.2 Grid Data 1.3 Point Coordinates 1.4 Line. Connectivity Table 1.2 - Grid Systems Story x Y Rotation. Bubble Name Type .Range Oriftgfn Origin ,deg S�e Color G1 Cartesian Default 1 0 1 0 1 0 1 60 1 ffa0a0a0 Table 1.3 -Grid Lines Grid Grid Bubble Ordinate System Direction GridJD•, Visible Location ft G1 X A Yes End 0 Yes End 11.25 G1 Y 1 Yes Start 0 G1 Y 2 Yes, Start 11.25 Table 1.4 - Joint Coordinates Data AZ Label,. in in in in 1 0 0 0 2 0 135 0 3 135 0 0 4 135 135 _ 0 5 0 67.5 0 = 135 67.5 0 7 67.5 0 0 Page 4 of 13 11 Structure Data 9/10/2016 Table 1.5 - Column Connectivity Data Column 1-End J-End. 1-End Point Point Story C1 1 1. Below C2 '2 2 Below C3 3 3 Below `G4 4 4 -7Belbw Table 1.6 - Beam Connectivity Data I -End J-End Curve Beam , Point Point Type. J B1 3 4 None B2 1 3 _j None B3 2 4 None Table 1.7 - Brace Connectivity Data Brace I -End J-End I -End Point Point Story D1 5 1 Below D3 D4. D5 _ D6 .D7- D8 D9 D10 D11 012 D17 018 D19 1 5 Below 2 5 Below 6 3 Below 6 4 Below 3 6 Below 4� 6 Below 1 7 Below 3 7 Below 7 1 Below 7 3 Below 2 9 Below 4. 9 Below 9 2 Below Page 5 of 13 12 Properties 9/1012015 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary unit Name Type Ib in v Weight Design: Strengths --.. 16/it'. A615Gr60 Reber 29000000 0.3 490 Fy`-600001b1n'; Fu=9000016/in' 2:2 Frarrie'Sections Table 2.2:-Frame Sections - Summary Name..` Material Shape C10X15.3 IA992Fy5O Steel Channel 1-2-1/2X2X24,A992Fy50 Steel Angle W6X15 I A992Fy50 Steel INVide Flange Page 6 of 13 13 Assignments 3 Assignments This chapter provides a listing of the assignments applied to the model: 3.1 Joint Assignments 3.2 Frame Assignments, Table 3.1 -Joint Assignments - Summary ri� 'Story Label Nema ^,Diaphragm�Restraints 11 u r Story2 1 .3 .: From Area -Story2. 2_.; 6 h From Area. Story2 3 9 From Area Story2 r4 , " _ 12 From Area: Story! 1 2 From Area St,ry-1 2I `, 5 i"From Area; Story! 3 8 From Area; 11 `1 ` From Area, Story! 5 '13 From Area Story! ''8'. •,' 14^ :° FromArea�: Story! 7 15 From Area Story! `, `,9' , ' 17 '-,From Area Base 1 1 - From Area UX, UY; UZ .;BaseEEE 77277 ,7 4, . : `_., From Area' UX; UY; UZ: Base 3 7 From Area . UX; UY; UZ Base .l4, ^70- From Area` A 1UX; UY, UZ>j Table 3.2 - Frame Assignments - Summary 9/10/2015 • '. ": Max ^ Min; Unique ^ besign ,` Length Analysis Design ' : Station', Story, Label Number Releases_.. Name Type in. Section ' ^ ; Section Spacing Stations in Story2 C1 2 Column 108 . W6X15 W6X15 3 . No ;Story2 ,C2; 4 ;'Colmm� ;108 W6X15 W6X15 _' ,; '•�3: / .Nd'.`� Story2 C3 6 Column 108 W6X15 W6X15 3 No Story2 7C4: 8 Column' 108 , W6Xf5' W6 _No. , •Story! C1 1 Column 108 W6X15 W6X15 3 No Story! •C2 .. 3 =, Column 1.08 . W8X15' ..:W6X15' - ._-m..._....._ 3 ; - ,No, Story! C3 5 Column 108 W6X15 W6X15 3 No Story! C4 7 ,'.. Column .: 108-> 1 W6X15 -' -W6X15 - :3 ,No -.'. Story2 B1 9 Beam 135 C10X15.3 C10X15.3 24 Yes Story2 B2 r. 10. :Beam 335 C10X15.3 ,`,C10X153 •"24 Yes. Story2 B3 11 Beam 135 C10X15 3 C10X15.3 24 Yes 'Story2 84-., 22, Beam 735" - C10X153 `^C,10X15.3` 24 . - •Yes'-` Storyi 137 14 Beam 135 L2-1/2X2X1/4 L2-1/2X2XIA 24 Yes 'Story! B2 .- .1-5'{seam. . !35 L2-1/2X2XV4^`E 12X2X1A - 24' Story! B3 16 Beam 135 L2-1/2X2X1/4 L2-1I2X2X1/4 24 Yes Story! Story2 - 84 ::. D1 13 17 :"'.Beam- Brace '.135' 127.3587 L2=!/2X2Xi14` L2-1/2X2XI14 L2-1/2X2X1/4 12,1I2=1/4 24^• 3 Yes Story2 ,D2. 18 -- Brace- i427;3587 L2112X2X1f4' L2-1/2MX9/4 _ 3' Yes Page 7 of 13 14 Assignments Table 3.2 Frame Assignments - Summary (continued) 9/10/2015 r .. Max .. Unique Design Length Analysis Design Station Min Story Label -- Number Releases •, Name Type in. Section Section Spaoing.Stations ` in Story2 D5 21 Brace 127.3587 L21/2X2X1/4 L2-1/2X2X1/4 3 Yes 7tory2 D6. 22 Brace 127.3587.L2-1/2X2X1/4 1-2-1/2MIA 3 Yes Story2 D11 27 Brace 127.3587 1-2-1/2X2X1/4 L2-1/2X2X1/4 3 Yes Story2 D12 28 Brace 127.3587 L2-112=1/4 L2-1/2X2X1/4 3 Yes Story2 D19 35 Brace 127.3587 L2-12X2X1/4 1.2-1/2=1/4 3 Yes 'Story2 D20 36 Brace :127.3587':L2-1/2=114 L2-1/2X2Xl/4 3 .Yes Storyl D3 19 Brace 127.3587 L2-1=X1/4 1-2-1/2=114 3 Yes Storyl D4 20. Brace. 127.3587 L2-1/2X2X1/4 L2-1/2X2X1/4 3 Yes Storyl D7 23 Brace 127.3587 L2-12X2Xl/4 1-2-1/2=1/4 3 Yes :Storyl D8 = 24 Brace 127.3587 L2-1/2X2Xl/4 L2-1/2X2X114 3 Yes Storyl D9 25 Brace 127.3587 L2-1/2=114 L2-12X2X1/4 3 Yes .Story1 D10 26 Brace 127.3587 1-2 112=1/4 L2-1/2X2X1/4 3 Yes' Storyl D17 33 Brace 127.3587 L2-1/2X2X1/4 L2-1/2X2X1/4 3 Yes —190ry1 D18 34 Brace 127,3587 1-2-1/2>=1/4 1-2-1%2=114 3 Yes Page 8 of 13 15 Loads 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns 4.2 Applied Loads 4.2.1 Point Loads Table 4.1 - Load Patterns .Name Type Dead I Dead I 1 I _ Wind 1 0 Table 4.2 - Joint Loads - Force Story Label Unique. •Load FX FY FZ MX>MY 4 ^ MZ Name Pattern kip kip kip kip-ft' kip-ft kip-ft Story2 1 3 Dead 0 0 -5.325 0 0 0 Story2 2 6 Dead - 0 0 -5.325 o 0 0 Story2 3 9 Dead 0 0 .5.325 0 0 0 Story2 4'' 12 .Dead • 0 0 -5.325 •0 0 Story2 1 3 Live 0 0 -47.911 0 0 0 Story2'.. 2 6 live - 0 01 -47.911 0_ 0 .0 Story2 3 9 Live 0 0 -47.911 0 0 0 Stary2 4 0 0 -47.911 0 0 10 Story2 1 0 4.17 19.6 0 0 0 Story2, 2 A6W .0 4.17, -196 0 0 0Story2 3 0 4.17 19.6 0 0 0- Story2 4 - 0 417. -196 0 ,- 0 .0" 4.3 Load Cases 4.4 Load Combinations Table 4.3 - Load Cases - Summary Name Typi Dead Linear Static 'Live- hinear Static Windy Linear Static Table 4.4 - Load Combinations Name Load Case/Combo Factor Scale Type . Auto. . ' FF Comb2 Dead 1 I Linear Add No Comb2.- , .. live - 1 - Linear-Add _ _-.. No Comb2 Dead 1 No Comb3 Live 0.75, Linear Add' 'No. Comb3 Dead 1 No Page 9 of 13 9/10/2015 16 Loads Table 4.4 - Load Combinations (continued) Load r Scale Name" .Case/Combo Factor Type Auto Com64 WindY 0.6 Linear Add No Combo Dead 1 No Combs Live 0.75 Linear Add No Combs: WindY OA5 _ No Combs Dead 1 No Comb6 WindY 0.6 _ iine_ar_A_dd_ No Comb6 Dead 0.6 No Page 10 of 13 9/10/2015 17 Design Data 5 Design Data This chapter provides design data and results. 5.1 Steel Frame Design Table 5.1 - Steel Frame Summary - AISC 360-10 (Part.1 of 2) 9/10/2015 Story Label Unique Design Design Status PMM PMM P Ratio M Major Minor _ - Name Type. Section Combo Ratio Ratio Ratio` Story2 C1 2 Column W6X15 No Message Comb2(C) 0.44 0.438 0.001 0.001 Story2 Story2 Story2 Story2 FStory2 C1 C2 C3 C3 C4 4 6 :8 Column Column Column Column Column W6X15 W6X15 W6X15 W6X15 W6X15 No Message No Message No Message No Message No Message Comb6(T) Comb5(C) Comb2(C) Comb6(T) Comb5(C) 6. 51 OA57 044 0.051 0.457 0.042 0.449 '0.438 0.042 OA49 0 0.001 0.001 0 0 01 0.009 0.007 0.001 0.009 0.007 Storyt Cl 1 Column W6X15 No Message Comb2(C) 0.463 0.462 0.001 0.001 .Storyt _C1 - Column W6X15 No Message Comb6(T) -0.051 0.042 '0 0.009 Storyt C2 3 Column W6X15 No Message Comb5(C) 0.481 0.473 0.001 0.007 Storyt Storyt Storyt C3 C3 C4 5 ,7 Column Column Column W6X15 W6X15 W6X15 No Message No Message No Message Comb2(C) Comb6(T) Comb5(C) 0.463 0.051 0.481 0.462 0.042 0.473 0.001 0 0.001 0.001 0.009 0.007 Story2 Bt 9 Beam C10X15.3 No Message Comb2(T) 0.025 0.014 0.011 0 Story2 B2 -10 Beam. C10X15.3 No Message Comb4(C) 0.032 0.021 0:011---0-7 Story2 B2 Beam C10X15.3 No Message Comb2(T) 0.025 0.014 0.011 0 Storyt 'B3 11 Beam C10X15.3 No Message :Comb5(T) '0,025 01614 0.0,11 0 Story2 B4 12 Beam C10X15.3 No Message Comb2(T) 0.025 0.014 0.011 0 Storyt B1 14. Beam 1-2-1/2X2X114 Warning: See Message Comb4(C). 0.031. 0,012 0.011 0008 Storyt - B1 Beam 1-2-112=114 Warning: See Message Comb5(T) 0.021 0.001 0.012 0.009 Storyi _ B2 15 Beam 1-2-1/2=1/4 Warning:, See;Message Comb2(T) ,0.021. 0.0002239 0:0 22 - 0009 Storyt B3 16 Beam L2-1/2X2X1/4 Warning: See Message Comb5(T) 0.021 0.0002268 0.012 0.009 Storyt '.B4 13 Beam L2-112X2X1/4 Warning: See Message Comb4(C) -0.031 0.012 0.011 0.008.. Storyt B4 Beam 1-2-1/2=1/4 Waming: See Message Comb5(T) 0.021 0.001 - 0.012 0.009 Story2 D1 ;17 Brace 1-2-1/2=1/4 Warning:. See Message- Comb5(C) 20.355 20.298 0.04 - 0.017 Story2 D2 18 Brace 1-2-1/2=1/4 Warning: See Message Comb2(C) 15.986 15.929 0.04 0.017 Sto72 'D2 Brace L2-1/2X2X1/4 Wammgr See Message. Comb4(T) 0181 0.124 0.04 -017 Story2 D5 21 Brace 1-2-1/2=1/4 blaming: See Message Comb5(C) 20.355 20.298 0.04 0.017 Story2 D6 22 Brace 1-2-1/2X2X1/4 Warning: See Message Comb2(C) 1 15.986 15:929 0.04 0.017 Story2 D6 Brace L2-1/2X2X1l4 Warning: See Message Comb4(T) 0.181 0.124 0.04 0.017 •Story2 ,711 27 .Brace L2-112=1/4''Warning SSee Message-Co_mb2(C) 15:987 15.929 0.04 0.017 Story2 D11 Brace L2-1/2X2X114 Warning: See Message Comb4(T) 0.108 0.051 0.04 0.017 Storyt .. D12 28 , Brace L2-..1/2X2X1/4 Warning: See Message COmb2(C) 15.987 15.929 0.04 0.017- Story2 D12 Brace 1-2-1/2=1/4 Warning: See Message Comb4(T) 0.108 0.051 0.04 0.017 Sto/y2D19 35 Brace L2 1/2X2X1/4 Warning: See Message i Comb5(C) 161381- 16.324 0.04 0.017- Story2 D20 36 Brace 1-2-1/2=1/4 Warning: See Message Comb5(C) 16.381 16.324 0.04 0.017 .Storyt D3 19 Brace -L2-1/2X2X1/4 I Warning: See Message Comb2(C) 16.122 16.064 0.04 0.017 Storyt D3 Brace L2-1/2X2X1I4 blaming: SeerMessage Comb4(T) 0.181 0.123 0.04 0.017 Storyt '.D4 20 Brace _ L2-1/2X2X1/4 Warning: See Message Comb5(C), 20566 20.508 0:04 0.017 Storyt D7 23 Brace L2-1/2X2X7/4 blaming: See Message Comb2(C) 16.122 16.064 0.04 0.017 Storyt DT Brace L2-1/2X2X1l4. Waming:See Message Comb4(T), 0.181 0123, 0.04 '0.017 Page 11 of 13 1u Design Data Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 1 of 2, continued) 9/10/2015 Story * ,Label Unique: Design -. Design Status PMM PMM P Ratio M Major Minor Name Type Section' Combo Ratio Ratio Ratio- Sloryl D8 24 Brace L2-1/2X2X1/4 Warning: See Message Comb5(C) 20.566 20.508 0.04 0.017 Storyt D9 25 Brace 1-24/2X2X1/4 Warning: See Message Comb2(C) 16.122 16:065 0.04' . 0.017 Storyt D9 Brace L2-112X2X1/4 Warning: See Message Comb4(T) 0.106 0.049 0.04 0.017 Storyt wo ° 26 Brace T2-1/2X2X1/4 Warning: See Message Como2(C) 16.122 16.065 0.04 0.0 77 Storyt D10 Brace 1-2-1/2=1/4 Warning: See Message Comb4(T) 0.106 0.049 0.04 0.017 Storyt D17 33 Brace 1-2-1/2=1/4 Warning: SeeMessage Comb5(C)' 16.517 16.459 0.04 0.017 Storyt D18 34 Brace 1-2-1/2XW14 Warning: See Message Comb5(C) 16.517 16.459 0.04 0.017 Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 2 of 2) ' Unique I Story ,Label , r Name V. Major V Major V,Minor - Combo; Ratio ,Combo V Minor . ; .. Message. Ratio, Story2 C1 2 Comb2 0.000175 Combs 0.0001777 Storyt { Cl Story2 C2 4 Camb5 0.0001767 Comb4 0.0002634 Storyt C3 6 Comb2 0.000175 Combs 0.000 7777. Story2 C3 Storyt C4 8 - Comb5. 0:0001767 Com54. 0.0002634 Storyt CI 1 Comb2 0 Combs 0.0002043 Storyt CI Storyt 02 3 Comb5 0 Comb4 0.0002192 Storyt ' C3 5 Comb2 0 Comb6 - 6.0002043 Storyt C3 F Storyt C4 7 Comb5 0 Comti4 0 000 1192, � Storyt B1, 9 Comb5 0.002 Comb6 0 Storyt B2 40 Combs 0.002 Combs 0 Story2 B2 Story2 B3 11 Comb5 0.002 Combs 0 .._..J Story2 B4 12 Comb5 c.b02 Combs 0 Stary1 B1 14 Comb2 0.001 Comb6 0 k1/r7200 Storyt B1 I/r> 300 Storyt 82 15 Comb2 0.001 Comb6 0 Vr>300 Storyt B3 16 Comb5 0.001 Comb6 0 Vr>300 Storyt B4 '13 Gomb2 0.001 Combs 0 kl/r>200 Storyt B4 I/r>300 -Story2 . D1 17 Comb5 _0.001 Com66 0 kl/r> 200 Story2 D2 18 Comb5 0.001 Comb6 0 kVr> 200 Story2 D2 Vr> 300 Story2 DS 21 Comb5 0.001 Comb6 0 kl/r>200 Story2 D6 22 Comb5 0.001 Comb6 - 0 k/r>200 Story2 D6 Vr> 300 Storyt 611 27 Comb5 0.001 Combs .- 0 kl/r7200 Story2 D11 Vr>300 Story2 _D12 28 Comb5 0.001 CO 0 kl/r>200 Storyt D12 Vr>300 Page 12 of 13 `Lel Design Data Table 5.1 - Steel Frame Summary - AISC 360-10 (Part 2 of 2, continued) Story Label ' Unique ,V.Major 'V.Major :VMinor V Minor Message.. - Name:Combo.�.:.Ratio ,Combo:.. Ratio Story2 D19 35 Comb5 0.001 Comb6 0 kI/r>200 Story2 D20. 36 Com65'-= "0.001 Comb6 'A. kl/r>200'1 Story1 D3 19 Comb5 ;. 0.001 Comb6 0 Wr>200 BtoryT 03 _... ,� _ ,_. ; . Vr> 300,.. Story1 D4 20 Comb5 0.001 Comb6 0 kl/r>200 Story1 D7 23 Comb5 0.001 Comb6 0 kl/r>200 Story1 D7 0r> 300 Story1 D8 -•24 C6mb5 0.001 .Comb6 0� kPr>200 Storyi D9 25 Comb5 0.001 Comb6 0 kl/r> 200 'Story1 D9. vr> 300>. Storyi D10 26 Comb5 0.001 Comb6 0 Wr>200 :Storyi D10 __ - pr>300 Storyi D17 33 Comb5 0.001 Comb6 0 kl/r>200 Story1 D18 34 Comb5' 0.001 Comb6 0, kl/r> 200 Page 13 of 13 9/10/2015 20