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<br /> LOADING(p6� 9PACING 2-4d CSI DEFI_ in iIOC? t/deN 1aQ y Pi1tTE5 Gt�1P
<br /> TCLL 35.0 Plateslr�crease 1_75 TC 0:65 Yeri(tt) •cr.d932-�3 �65d 240 I�'r20 f6s!123
<br /> TCDL 10.0 l.um6er Increasa f.15 8G 0.$J Vert(T!.) t.9t?2-�3 >35t t8fl
<br /> $Cll 0.0 ' Rep Stress Mcr YES 4VB U;SD Ma.z(7'-} 0.63 i 0 M� t�ia j
<br /> BCOL 70.0 Code MNSRC/TPI20Q2 {Malfx) � Wp's9ht:1Q4 Bj FT a 20°!0
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<br /> TOP CFIORO 2x6 SPF 2100F 1.SE'ExczpY 'TCX�CHORD Struclura;wopQ sheaih�ng iiirectly appded a 2 2�if oc F��irts. eucept
<br /> Tt:2xa SPF No2 end v��ica)s
<br /> BOT CNORD 2x8 SPF No2'ExCepY �OT CHORD Ri�iC cettmg d"rreciip appiied or SO-tt-4 oc 6racing. Excopt:
<br /> 62:2xa SPF t65pF 1.5E 2-�-9 oe'�racing:t�-1g.
<br /> WEBS 2x3 SPF-S No2`ExcepY WEBS t Row at mfdpt 414
<br /> WS,W 1,W2:2z4 SPF No2 C MiTek recommends ihat Slabifizers and required c�a tirecing p
<br /> SLID£R RigM 2x4 SPF No2 1-6-6 �be instatled durinQ tn�ss ereetion,in accordance wilh Stabiiizer E
<br /> ' lnst�itatian�uide_---__ __.T_,._._ '
<br /> REACTIONS (Ibisize} �6=tt7al0-5-8 (min.0-23).10=tf74/0-5-8 (min.0-2-51
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<br /> Max Horz 16=-80(lC 7)
<br /> Max Grav t 6�i 459(LC 2),t p�t d94(LC 4}
<br /> FORCES {Ib)-Max_CompJMax.Ten.-Au fwces 250(ib7 or less except when shown.
<br /> TOP CHORD 1-2=-4�82(374,2-3.-4703/406,3-4>-39371360,4-5-520W519,5-8=-5367/555.
<br /> 6-7=387814t7,7-8=-39D2l413,8-9.-27$4/311.9-1Q..-2948i312.1-16=-t486J162
<br /> BOT CHORD 1415=-323/3732.13-74=•416J5121,12-13.-485/5259.1 1-7 2=38013873,10-t 1:-261/2575
<br /> WEBS 2-15=-63S/104,2-34=25/816.3 i4=207/2828.414�-1588l188.5-13�829/123.
<br /> 5-12.-312/79.6-12=-100/1427,611=-98tl14t.8-11=.i22l1357.7-15=•247/3246
<br /> NOfES
<br /> 1)UnbalanCed roof Nve loads hawe been considered tor�his design
<br /> 2)Wind:ASCE 7-02;90mpfi(3second flust);TCDL�B,ppst;BGDLrS.Opsf;ha�Oft;Cat 11;Exp B;enclosed;MWFRS(fow•riSC)and C-C
<br /> Exterior(2)zone;GC for mem6ers and lorces&MWFRS for reactiOnS shown:lurtlber DOL=1.60 pfale�ip DOL=1_60
<br /> 3)TCLL:ASCE 7-02;Pr�35.0 psF(roof five load:Lumber DOt,=t.15 Plafe DOL=t.TS);Pg�35A psf(gtaund snow);Pf_24.3 psf{flat roof
<br /> srww:Lumber ppt_i_i5 Plate DOL=7.t5};Calegory II;Exp B;Fulty Facp.;Ct=1.1
<br /> 4)Unbalanced s�qw Ioads have beert considered for this des�qn.
<br /> 5 Tti s tr.Ss h.tS oo?n tle5��al for a'9 0 psl��ttom c�crn .e p�d nonc�nt_rrern w rn any ot-�� .e baas
<br /> 6 •T�s irt.ss nr x t�orsiynod Ior a .c r.w o�20 Ot.`�r�ne ooYou• �ro n a nrrac xnP•o a��C�Arx�0 3.F 0 1� oy ZO-0�9P xi f 1
<br /> xtwcaen'he bo'MT cAWo�no 3�•,IN�+?r rrcmo�5
<br /> 7)8earmg at joirnis)t 6 consfders parabel to grain value using ANSI/TPI t angle to grain formula. 8vilding dealgner should verify capacity
<br /> ot bearirtg Surface.
<br /> 8)°3emi-rigid piichbreaks including heets"Member e�d fixity model was used in itre analysis and design ot this trU85.
<br /> LOAD CASE(S) Stand:nd
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