Laserfiche WebLink
LarsonEngineerfng,lnc. SUBJECT: U.S. CUS�OfT158 SHEETNO. C-1� <br /> 5757 Pbantom Dnve,Suite 200 Border Protection PROJECT NO. 51090137.000 <br /> ' ' SL LowS,M063042-2455 Port Anqeles. WA BY RV DATE 4/21/2009 <br /> 7147J1.4710 Fas: 3147714712 <br /> wvnv.larsonengccom <br /> � Larson <br /> Allowa6le Wind Load Stress(6005-T5 AI.,Spec.No.i1): <br /> Ly <br /> 5:_ — S=36.69 <br /> r, <br /> J/ f/ 87000 <br /> Fyyp:= irI5521,21•ksl,If� S579,23.9•ksi -0.124•ksi•S, Z •ksI <br /> � � 5 <br /> Fyy��=79.4•ksi <br /> Allowabla Wind Load Stress(6005-T5 AI..Spec.No.75): <br /> 6 182 <br /> Fyy�g:= if�b 56.5,21•ksi,lf�� <_10,27.3•ksi -0.93•ksl•L,b•ksl <br /> l � ` <br /> FeY,S=zi�k5i <br /> Fyy:= min�Fyyn,Fby15� Fyy=19.4•ksi <br /> CHECK FOR BENDING (GEAD+SEISMIC-STRONG AXIS1 <br /> 2 <br /> p�.w'�•�coi <br /> M,= 8 <br /> M„=723.89•Ibf•ft <br /> M, <br /> fb,:= 5 <br /> , <br /> {yx=8.69•ksi <br /> P�. <br /> = 0.66 <br /> F c. <br /> Stud Column ls OK Far Strass <br /> WIND LOAD ANALYSIS <br /> Allowable LVL Deflectlon: <br /> 5� i1V•L 4 <br /> p.w �oi <br /> �max= 0.35�in <br /> =�y_mar�= 384 E I„ <br /> ��d <br /> �ailow'= 1B0 �a��ow= 0_58�In <br /> SCuCCalumn ls OK For JeryecUon <br />