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STRUCTURAL CALC - 07 00185 - Design Development Bldg
STRUCTU RAL DESIGN CALCULATIONS FOR Design DeveloPment, LLC Rexburg. lD M5607 07 0018s Behlen Building SYstems Columbus, Nebraska Phone : (4021 564 - 3111 Drifting) Fax : (402) 563 - 7286 Design Development Bldg D 0APR 26 2|/|i7 CIry OFREXBURG DESIGN LOADS Building Code : Live Load : Wind VelocitY : Collateral Load : Occ. Cat : Seismic Zone 2003 lBc 20.0 psf Roof Live 50.0 psf Ground Snow 35.0 psf Roof Snow (Unbalanced and Exposure Factor (Ce) = 1 g Thermal Factor (C0 = 1.0 importance Factor (l) = '1.0 0.0 psf Rain on Snow 90 mph ExP. C (Enclosed) lmportance Factor (l) = 1.0 0.0 psf I S. = 51 I ("kg) So, = 0.4739 I r^^ ^-^,,^ - |(JsV \)ruuP - | Sr = 16.4 (%g) Sot = 0'2344 Site Class.= D : Seismic Design Category = D Basic Structural System: Moment Resisting Frames Analysis Proc.=Sec. 1617.4 ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG' CO c:RTrFrcATrcN :xrENDS oNLy ro rHE DESTGN L-onob nr.to sTANDARDS rNor-cnieb ABovE. cERTtFtcATtoN DOES Nor EXTEND ro iouNDAT,oN, M=cHANrcAL, ELEcrRrcAL, pruverNi, oR nRE pnorecrtonlEsrcN oR orHER AsPEcrs oF coDE OOMPLIANCE Nor spicrFrcALLy REFERENCED By rHE MANUFAcruRin,s onoen DocuMENTS. crRrrrrcRrroN SHALL Nor EXTEND To BUILDING ERECTIoN SiiP:RVISION OR INSPECTION 9M?,D Aaffl# ltYss /nrO r'r\- rY:/4x ^tr{6 or t}/ TNDEX TITLE Cover Sheet lndex Commentary Sheeting Sidewalls Left Endwall '.. '. ' fueht Endwall Rigid Frame Section ProPerties ..': "' IBX Made in Nebraska PAGE 8 thru 9 10 thru 11 12 dqw {d ^"tQeor9ffn# COMMENIARY ON THE OF THE BEHLEN R/G/D FRAME BUILDINGSYSIEM A, structurar steer members a1e d9slon"g r ?:::rdance with the Manual of steel construction' gtn Edition, of the nmerican rnstitute oi si""t constructiln.- coro to'*"Jioembers are designed in accordance with in" sp""ificationJorin-" o"rign of f"io r*red steet 'firucturat Members' 1996 Edition, of the nmerican lron and Steet lnstitute' Longitudinar wind stabirity is provided by cabre (or rod) "X" bracing, fixed base wind columns or portal frames in tn"if'* of tn" walls as required' t" ;;;;;*,. ""0, and combinations of roads are appried to the_ main frame and the buildins components (raKe beams "no "otumi.r prrrinr, gi*riii;"*tr; in u"rJiJ"nce with the referenced code on the cover sheet' DESIGN Hffi NF"HhM, Yrot" ii',if'r:trlllo,.o,u,o,n Sheet 4 /l j16 Created bY TPM Revised 12-19-2006 TPM ',,4[t]l:I o' I P.ANEL GAUGE 0.0171 * Based on FY = 60 ksi t-r,t6Ol Design Loads For Each Building Conponen-- : 4/02/A1 3:38am nn -T^ i AllQ.J-nJl ' tvr'ua ' r-o j a i^Ji n.l r,oad Raciofc>-- Wtnd Defiecr Factor i5.r 0.15 1'00 tf:ND ?RESSURE/SUCTION : Wi nd Wind Wind P:ess Suct* Long 1 t n -1q di:. v T i? = -1 A R ^ a- 1 3ACK SIDEWALL: 1n 7\nQ5-{Jtrl Dvneo ' Basrc !{ind-Load-Ratio Wi nd Deflect Factor i5.5 0.?5 1.00 I,JIND PRESSURE/SUCTION : r^ri ^A irli ncl WrndvYtrlg errnr T ^nd YfeS) JJUL uv'tY ', ^ n -1 q 4!: ' v 1 :? 1-14 R ^ '. 1 I - - - --Edge-St ri-P-Rat ro- -- - - Zone CoI/ Width Girt Pane} Jamb 6.00 1.09 t'23 1'06 -- -- -Edge-St rrP-Ratio----- Girt/Header D. ranai!s!erve widrh 6. 00 ..i -f /Ha^.lorg!! L/ Panef Jamb D. r2nct! s!sFvv Girt Panel 1.09 r.23 CoL/ Jamb l. uo -rint,il; T . i Al nC . lA'> -! U tva'r '-----Edge-Stri P-nd!fv :,^ ^ ^ Load ?2 e nl':i : ^^i ? l --^ !vau zu.v Snow Load ir'l i n rl vii-drh b. lju u!l u 1 nq 12? CoL / a-..hU 41IU 1.0? W:.nd-Loa -Ratio Deflect Factor o.75 1.00 l AANQ AT J_A.>lU tvatJ /" ^^: ^ a^6ii)=r> vvv'_ Pr^ ae: ! a:rls U.L1: w'ct' i,iJND ?RESSUB'I/SUCTlON : W:-nd Wind P:ess Suct . 1c n :J. o -iJ ' w 't A il - r 1 4-!. v i? -- -'rL RLJ, J rr P -1R JAU.U ^ aa 1 l!,4 -l.r.t llAV r- : c^;^ rnrA ---Torsron--- JCaJ uvqs r;;;"- Brace viinc Seismic t 1A )'la 0'00 u'uu a. ta CoIumn .: -r I H6^alcru!! L/ T^-.L!l dIiU n^-^1 ParaPe'" *t:3':otl::::::;ilt-t Rarter-wind 2 Bracins-wi-nd Lons id Lert *t;;t- Lert -Ri;;t Lert Risht wind 1 o.oo ;:;; o'oo o:o' o'52 -o's7 o'oo 2 -L.n -i'i; -0"7s -o:;t -r '1s -1'1s 0'00 3 o.oo ;:;o o'oo o'oo -o'80 o'37 o'oo Surface Friction 0.00 0. 00 0.00 COLUMN & tsRACING DESIGN LOADS: Rafter Wind Brace !u3u Nc. ;d Dead Cofl Live Snow l'eft niqnt Left I 1 1.oo 1.oo o'oo r'oo o'90 0'00 0'00 2 r.oc 1.0; o'oo o'rs o'00 0'00 0'7s 3 i.oo 1.0; o'oo o'75 o'90 o'oo o'oo 4 o'50 o.60 O'OO O'00 o'00 0'00 0'00 5 o.60 o.6; o'00 0'oo 1'00 0'00 0'00 6 0.60 o.60 O'OO 0'00 0'00 l-'00 0'00 1 L.O9 1.0; o'00 o'7s 0'oo o'00 0'00 I 0.69 O. Ag o'00 o'oo 0'00 0'00 0'00 RA,FTER DESIGN LOADS: Rafter !9AU ""-ia Dead ColL Live Snow Left ; -i i.oo 1.oo o'oo 1'oo o'oo z o.60 O.0o o'oo o'00 1'00 i o-60 o.oo o'oo o'oo o'oo a o.50 0.oo 0'00 0'00 0'00 s 0.60 o'oo o'00 0'00 0'00 6 1.00 1.00 o'oo 1'00 0'00 1 \.00 1.OO O'OO 1'00 0'00 Wind 1 Rafter-Wind 2 Long-il;;.- Lert -Riqhi Trl? seis 0.o0 o.0o o'oo o'00 0'00 0.oo 0-oo 0'oo 0'00 0'00 1.00 0.00 o'00 0'00 0'00 o.o0 1.00 o.oo o'00 0'00 0.00 o.o0 l-'o0 0'00 0'00 0.00 o.o0 0'oo 0'00 1'00 o.oo 0.00 o'00 o'00 -1'00 w]-no 6; ^xt 0.00 0.00 n ?q 0.00 0.00 0.00 0.00 0.00 Long Column-Viind Wind Press Suct 0.00 0.00 0.00 0.00 0.00 0.75 o.0o 0.00 0.75 1. o0 l-.00 0.00 0. o0 0.00 1.00 0.00 0.00 1.00 0. oo o. o0 0.00 0.00 0. o0 0.00 Aux-Load Seis id Coef 0.00 0 0.00 0.00 0 0.00 o.o0 0 0.00 0.00 0 0'00 0.00 0 0.00 0. 00 0 0.00 1.00 0 0.00 0.70 0 c.00 Aux Load Id Coef 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -'-i- -nllQ. 1-.1:: U lJ.'eJ ' r^--i /'nl l:i-)=cs Load Load 2.2 0.0 3ASIC LOADS AT Sers-Coefi Frame Brace A al1'J.1lI v'ztL -----Edge-StriP_Racl-o----- i ^- j ?n n -UAVL: Se i s-Load Frame Brace 2.1 4 2.'7 4 Snow Basic Wind-Load-Ra-uro Load lrlind Deflect Facr-ol 35.0 15.5 o.?5 1'00 Zone.viidrh 6. 00 Ci rt 1 nq Col/ Panel- Jamb \.23 1.07 ---'T'^rq inn--- tliind Seismlc o. o0 0.00 -'{IND PR'ESSURE/SUCTION : Wi nd Wind Press Suct a 17 a i ^ n -1i 4 13.5 -14.8 i6.8 -18.1 .'1 o -11 "l Lt 't CoIumn Glrt/Header U dIIU PaneL Dr r:ncf Rafter-Wind-2 Lef t Ri-ght 0.00 0.00 -0.?9 -0.19 0.00 0.00 il]ND COiFFICIENTS: Surf Rafter-Wind-1 Id Lejt Rrqh-u I 0.00 0.00 ^ i 1=. -1 1qZ -!, LJ 3 0.00 0.00 Bracing-Wind Left Right 0.37 -0.80 1 1tr_ L , LJ -0.57 0.52 lvlrY wlno 0.00 0.00 0.00 Q"rfrne Frlction 0.00 0.00 0.00 CCLUMN LoaC Nc. IC 81 2 3 4 5 6 8 & tsRACING Dead Col I i .00 1.00 1 .00 1. 00 1 .00 1. 00 0.60 0.60 0.60 0.60 0.60 0.60 r no 1 nql-aJ !rv' 0.69 0.69 Aux-Load Seis ]d Coef 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 o. 00 0 0.00 1.00 0 0.00 0.70 0 0.00 Aux Load Id Coef 0 0.00 0 0.00 0 0. 00 0 0.00 0 0.00 0 0.00 0 0.00 3.A.ITER DtrSlGN LOADS: r ^-^ Rafter Wind-l Rafter-Wind-2 n:":" Deac corr Live snow Left Right Ltl! Right 1 r 1.oo 1.oo 0.00 1'00 o'00 o'00 0'00 0'00 2 A.60 O.OO o'oo 0'00 1'OO o'o0 0'00 0'00 3 0.60 0.00 0.00 0'00 0'00 1'OO 0'00 0'00 4 0.60 o'oo 0.oo 0'00 0'00 o'00 1'00 0'00 5 C.50 o.oo o.0o 0'00 o'00 0'00 0'00 1'00 6 1.00 1.00 0'oo 1'00 o'00 0'00 0'00 0'00 1 i,.00 1.o0 0.00 1'00 0'00 0'o0 o'00 0'00 DESIGN LOADS:' Rafter-Wind Bracb-Wind Live Snow r,eft night Left nlS!! o.oo r.oo 0.00 o.00 0'00 0'00 o. oo o. ls 0.00 0.00 0 ' ?5 0'0q o. 0o o. ?5 0.00 0.00 0 ' 00 0 ' 75 o.o0 0.00 0.00 0'o0 0'00 0'00 0. o0 0.00 L. o0 0.00 0 ' 00 0 ' 00 0.00 0.00 0. o0 1. OO 0 ' 00 0 ' 00 0.00 0.75 0.oo o.o0 0'00 0'00 0. oo 0.00 0.00 o. oo 0 ' 00 0 ' 00 Long Column-Wind Wind Press Suct o. o0 o.00 0.00 o.o0 0.00 0.7s 0.00 0.00 0.75 1.00 1.00 0.00 0. o0 0.00 1.00 0.00 0.00 l-.00 0. o0 0.00 0.00 0.00 0.00 0.00 Long Wind Seis 0.00 0. 00 0.00 0. 00 0.00 0. 00 0.00 0. 00 0.00 0.00 0.00 1. 00 o.00 -1.00 f /\a=ilr q . 3AS]C LO.ADS: n^-.l a^- l:- T.irraJgag vv-! :,cad Load Load 2.2 0.0 20.0 Basic WinC_Load-Ratio Surface !{i-nd Deflect Factor Friction 15.5 0. ?5 i. 00 0 ' 00 --Seis_Coeff- t Frame Frame Sncw o .21! 0.21I 0.20 Snow Load 35.0 '^iIND ?RiSSURE/SUCTION : !'ii nC Wrnd Wind : ?ress Suct Suct Roof -n n -1q q n n -2q q 1n n -1q q 1- / < -1 Y ^ 1- T -1 .9 1,2. 4 Drrrl i nq . Gabfe Extensions P:na i q . Long Bracing, Building . Long tsracing, WaIl Edge Zone . Long Bracing, Facia/ParaPet Ql:r':aq - I Lcc nici--h lergch 2 L L2 , Q0 L2.00 c 36.21 12.00 B. i2 . 00 24 .00 ?URLIN DESIGN LOADS: Surf No. Load IC LoaCs Id ? 14 I 2 3 4 5 o 1 8 9 10 11 !2 13 1/ BRACING DESIGN Surf No. IC Loads .A ----Coeff--- ----Coeff--- Purii-n Panel Width PurIin Pane] 1.08 1.54 6.00 1.08 1-15 1.3l- r.39 42.21 1.00 1'00 1.39 2.r1 L2.00 1. 31 1.39 ---- -- --Risn.::i1;;. ;; _: _ Width Length Purlin Panel 12.00 12.00 1.08 r.54 36,21- 12.00 1.31 1.39 12.00 24.00 1.39 2 'r1 Dead Collat 1.00 1.00 1. 00 1.00 0. 60 0. 60 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 r. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Aux_Load TA /-aof 0 0.00 0 0.00 0 0. 00' 3 1.00 4 1. 00 5 1.00 6 1.00 7 1. 00 8 1. 00 9 1.00 r 1 nnI I. VV 2 1.00 1 -1.00 a I nnz - !, vw Wind Wind Live Snow Press Suct o. 00 1.00 0.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 1.00 0.00 0.50 0.00 0.00 0.00 0. s0 0.00 0.00 0.00 0.50 0.00 0. 00 0.00 0.50 0.00 0. 00 0.00 0. s0 0.00 0.00 0.00 0. s0 0.00 0. 00 0.00 0. s0 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0. s0 0.00 0. 00 0.00 1.00 0.00 0.00 o. o0 1.00 0. 0o 0.00 LOADS: Load td Itaid 1 1.00 t 1 na 3 0.60 4 0.69 wlno Live Snow Press 0.00 0.75 0.75 0.00 0.15 0.00 0.00 0.00 1. 00 0.00 0.00 0. 00 Wind Seis Suct Load 0.75 0.00 0. 00 1.00 1. 00 0. 00 0.00 0.70 Aux Load l_d uoer 0 0.00 0 0.00 0 0.00 0 0.00 uvtfa L 1 aln 1 no 0. 60 u. ov -AtX I ! lA3.Y ) 3 LO.ADS: dux f, ;):_T-CNf-- LOAIS: Nc. Aoci Surf ^,l-{ T; T-l 1 2 3 A 5 6 1 I 0 0 0 0 0 0 0 0 Load 1 1 2 2 2 2 2 2 2 Add_Load tO UOer- Da5lU T ^-i 7 ^^!!udu - J r" D D D n D D D D 1 I 1 2 3 4 4 5 5 o 6 1 1 8 Fy W-L -35. 0 -35.0 -35.0 -35.0 -35.0 -35.0 -35.0 -35.0 0.50 0.50 0. s0 0.50 0.50 0.50 0.50 0.5c 0.50 0.50 0.50 0.50 0. s0 0. s0 0. s0 0.50 Dx wz uxl Dxz -3s.0 0.0 25.0 -3s.0 25.0 50.0 -35. 0 50.0 70. 0 -35.0 70.0 90. 0 -35. 0 90.0 l-10. 0 -35. 0 110.0 130.0 -J5. U IJU. U J-55. U -35.0 155.0 180.0 D] SE 10 I.IGID fRrl'{E #1: TfNES 2, 3, 1, 8 d_45 iu !uAr5 : a),n n Snow CclLateral 35.0 0. 0 Basic Defl 3ASIC LOADS AT EAVE: ----Sersm-ic----- Weak_Axis_L LcaC SpcEP Coef Viind Seis !.27 3.62 0.1r 0.00 c,00 Wgak_Axis_R Wind Seis 0.00 0.00 --Torsi-on-- -EW_Brace-- Wind Seis htind Seis 0. 00 0.00 0. 00 0.00 i^r:lit CCE:::C-ENTS: 1.,-i __iilin-] l___ - a i,e': ni ont in?q-oa1 a w.Jt 't lz --Wind_2--- Long_Wind Surface Left Right I 2 Fri ccion 0.78 -0. 11 -0. 63 -0. 63 0.00 -0.51 -0.51 -0.87 -0. 87 0.00 -0. 15 0.58 -0. 63 -0. 63 0.00 n: q r cNl T.aA nq . Lcad -Wind-l-- -Wind-2-- Long-Wind -seismic-- Aux-Load Nc. Icj Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coef 21 1 1. OO 1.00 O. O0 1.00 0.00 0.00 0. 00 o. 00 0. 00 0.00 0.00 0. 00 0 0.00 2 O. 60 O. 60 0. O0 0.00 1.00 0. o0 o. o0 0.00 0. 00 0.00 0. 00 0.00 0 0 ' 00 3 0. 60 O. 60 O. O0 0. OO 0.00 1. 00 0. 00 0.00 0. 00 0. 00 0.00 0. 00 0 0. 00 4 i. oo 1 . 00 0.00 0.75 0.75 O. OO 0. OO 0.00 0.00 0. 00 0.00 0.00 0 0.00 5 1. OO 1 . 00 0. 00 0. ?5 0.00 o. ?5 0. 00 0.00 0. 00 0. 00 0.00 0.00 0 0.00 6 O. 60 0. 60 O. O0 0.00 0. o0 o. oo 1.00 0.00 0. 00 0.00 0.00 0.00 0 0.00 7 O. 60 O. 60 O. 00 O.0o o.0o 0. oo 0.00 1. 00 0.00 0.00 0.00 0.00 0 0.00 E 1.00 1.OO O.0O 0.75 0.oo 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1 . OO 1.00 O. 0O 0.75 O.0O 0.00 0.00 0.75 0. 00 0. 00 0.00 0.00 0 0.00 t o o, 60 o. 50 o. oo o. oo 0.0o 0.00 0. 00 0.00 1.00 0. 00 0.00 0.00 0 0.00 11 0. 60 o. 60 o. 0o 0.00 0.00 o.0o 0. 0o o.00-1.00 0. 00 0.00 0.00 0 0.00 !2 A,60 O.60 0.00 O.OO 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 13 O. 60 0. 60 0. 00 0. 00 0.00 0.00 o.0o 0.00 0. 00-1. 00 0.00 0. 00 0 0.00 14 t . 09 1. 09 0.00 o. ?s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 15 1.09 1.09 0.00 0.75 o. o0 0.00 0.00 0.00 0.00 0.00 0,00 -1.00 0 0.00 i6 1. OO 1.00 O. O0 0.75 0. o0 0. o0 0. o0 0.00 0.00. 0.00 1.00 0. 00 0 0.00 i] t_.09 1.09 0.00 0.7s 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 i8 o.69 0.69 O.O0 o.OO 0.00 O.OO O.O0 0.00 0.00 0.00 0.00 0.70 0 0.00 19 O. 69 O. 69 O. OO O. O0 0.00 0. o0 0. o0 0.00 0. 00 0.00 0. 00 -0.70 0 0. 00 20 O.60 O.60 O.0O O.O0 0.OO 0.00 0.00 0.00 0.00 0.00 0.?0 0.00 0 0.00 2L A.69 A.6s O.0O 0.00 0.00 o.0o 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 3ASIC LOADS: Basic Defl Wi-nd Rati-o 15.5 0.75 Il. )eaa 2.2 ,a n Sncw Collateraf 35. 0 0.0 3ASTC IOADS AT EAVE: ----Seismrc----- Weak_Axis_L i-oad Spcr'-9 Coef Wind Sei-s 0.96 2.89 0.]L 0.00 0.00 Weak*Axis_R Wind Seis 0.00 0. 00 --Torsion-- -EW Brace-- Wind Seis WinE Seis 0.00 0.00 0. 00 0.00 7;_tif coiF!-TCIiNTS: Suri --Wind_1--- "'^nt L 0 .29 -0.41 2 -0.81 -0.87 3 -0.61 0.22 --Wind_2--- Long_Wind Surface LefcRightl2Friction 0.78 -0.11 -0. 63 -0. 63 0.00 -0. s1 -0.51 -0.87 -0.87 0.00 -0. 15 0.58 -0. 63 -0. 63 0.00 Lcad -Wind-l-- -Wind-2-- Long-Wind -Seismic-- Aux-Load Nc. id Dead ColL Live Snow Lt Rt Lt Rt Lt Rt Long Tran IC Coef 2L 1 1. OO 1. OO O. O0 1. O0 0.00 0. o0 0. 00 0.00 0.00 0. 00 0.00 0. 00 0 0.00 2 O. 60 0. 60 O. O0 O. O0 1.00 0. o0 o. 00 0.00 0. 00 0. 00 0. 00 0. 00 0 0.00 3 O. 60 O. 60 0. O0 O.0O 0.00 l-. o0 o. 00 0.00 0.00 0. 00 0.00 0. 00 0 0. 00 4 1 . OC 1 . 00 0. 00 o. ?5 0.75 0. 00 0. 00 0.00 0.00 0.00 0. 00 0. 00 0 0.00 5 1 . CO 1 . OO 0. 00 0.75 0.00 0.75 0. 00 0.00 0. 00 0. 00 0.00 0. 00 0 0. 00 6 O. 60 0. 60 O. OO 0. OO 0.00 o. O0 1.00 0.00 0.00 0. 00 0.00 0.00 0 0.00 I O. 50 0. 60 O. OO 0. OO 0. O0 0.00 0.00 1.00 0.00 0.00 0. 00 0.00 0 0.00 8 1 . OC 1 . OO O. 0O 0.75 0.00 0. 00 0.75 0.00 0.00 0. 00 0.00 0.00 0 0.00 9 1 . OO 1 . OO 0. 00 0.75 0.00 0.00 0. 00 0. ?5 0.00 0.00 0.00 0.00 0 0.00 10 O.60 0.60 O.O0 0.00 0.00 0.00 0.00 0.00 1'.00 0.00 0.00 0.00'0 0.00 i1 o.50 o.60 o.oo 0.00 0.00 0.00 0.00 0.00-1.00 0.00 0.00 0.00 o 0.00 i2 0 .60 o. 60 o. 0o 0.00 0.00 0. 00 0.00 0.00 0.00 1.00 0.00 0.00 0 0. 00 13 0. 50 O. 60 O. O0 O.0O 0.00 O.0O 0.00 o.0o o.0o-1.00 0. 00 0.00 0 0. 00 14 1. 09 1.09 0.00 0.75 0.00 0.00 0. 00 0.00 0.00 0. 00 0.00 1.00 0 0.00 1s 1.09 1,.09 0.00 0.7s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 16 1.00 1.OO 0.OO 0.75 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 !1 J'O9 1.09 O.0O 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 18 C.69 A.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 19 0.69 A.69 O.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 20 A.60 O.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 21 0.69 0.69 O.0O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 Made in Nebraska !tsX EE BEHLEN BUTLDING SYSTEMS 4025 E.23d Street P.O. Box 569 Columbus, NE 68602-0569 U.S.A. Zee Secti Cee Secti Ea Sections tonS @esi ification: 1996 SECTION DIIVGNSIONS SECTION PROPERTIES U BT BB L a R Thk. in. Fy ksi WT plf AREA in2 ix in4 Sx in3 Rx in at in4 Sv in3 Ry ln 8216 8.02.3132.4380.794 60 0.2500.059t) ).UU 2.82 0.8307.82 1.94 3.0't 08 0.39 t.14 8Zl5 8.02.3132.438 0.808 60 0.2500.06735 5.00 3.1',70.930 8.78 2. 18 3.07 22 0.44 1.14 8214 8.0z.) iJ 2.4380.822 60 0.2500.074i 55.003.52 1.030>. t3 a il s-v I .J)0.49 t.14 8213 8.0z.) t)2.4380.849 60 0.250).089755.00A't1 1.240 I l.oJ 2.88 3.06 &0.59 t.15 8Z12 8.02.3132.4380.877 60 0.2500.10465i.00 4.93 i.450 tJ.)u 3.35 3.05 92 0.69 1.15 102i4 r 0.03.5003.5000.988 60 0.1 88 0.47 47 5i.00 4.70 1.3802t.29 4.26 3.92 J.v)1.00 r.69 tazl2 10.03.5003.5001.106 60 0.1880. I 046 5 5.00 6.62 1.95029.82 5.96 3.91 5.79 1.45 t.72 ons Des 1996 ArSr) SECTION DMENSIONS SECTION PROPERTIES T'\R L Thk. in.Fv ksi WT nlf AREA in2 Ix in4 Sx 1nJ Rx m Iy in4 in3 Ry in 8C 6 8.0 3.0 0.88 0.556 0.0598 )).UU 2.95 0.87 8.55 a 1A 3.14 0.94 0.43 04 8C )8.0 3.0 U 88 0.575 0.0673 55.00 J)Z 0.98 9.60 2.40 3.14 1.06 0.48 04 8C 4 8.0 3.0 0 88 0.592 0.0747 55.003.68 08 I0.63 z.oo 3.13 1.r8 0.54 .04 8C 3 8.0 3.0 0 88 0.629 0.0897 55.00 4.42 .JU t2.71 3.18 3. l3 1 Aat -aL 0.65 04 8C 2 8.0 3.0 0 88 0.728 0.1046 55.005.20 )J t4.90 3.72 3.r2 t.72 0.80 06 10c 14 r0.0 3.i 0 88 t.092 0.0747 55.004.70 38 21.08 taa t->l Z.J J 0.94 l0c l2 10.0 3.5 0 88 t.228 0.104655.006.62 v)29.47 5.89 3.89 3.33 1.36 3l ve Sectlons (Design Specification; 1996 AISI) GROSS PROPERTIES REDUCED SECTION PROPERTIES Gv = 55 ksi) fOP FLANGE COMPRESSIONBOT. FLANGE COMPRESSION SECTIOND m. L ln. THK in. WT oif AREA iro ix i-,uta v ut. Ix in4 Sx in3 v m. Ix in4 Sx in3 8E l4 8.0 0.9i0 0.0747 4.70 1.38015.01 'l 1<12.55 2.73 3.85 rt.92 2.68 8ET2 8.0 r.1000.10466.62 1.95020.89 4.16 18.69 4.19 3.84 t7.92 4.20 l0El4 r 0.c0.9500.07 47 5.17 1.52024.66 5.20 20.06 3.40 4.80 tJ.zo .3.43 10812 10.cr.1000. r 046 7.25 2.13034.08 <.)A 31.07 ).b I 4.16 29.43 5.62 +lqln o:a^- -{(bo'9Io)!3 oF 9Z€QRffry