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Larson Engineering,Inc. SUBJECT: U.S. CUStofl'15& SHEET NO. C-26 <br /> 57�7 Pnantom Onve,Suite 200 Border Protection PROJECT NO 51090137.000 <br /> � ' StLoui5,M0630b2-2455 portAnqeles WA ev RV onTE 412112009 <br /> 914.7Jid710 Fazt 314.i31A712 <br /> w.v,v.larsonengr.com <br /> � Larson <br /> PLYWOOD FLOOR DEGK DESIGN (Single Span CondltJonl <br /> Deck Span: Lde�k:= 34•In <br /> TributaryWl�ith: TW:= 12•in <br /> Total Floor Load: TFL=58�psf , <br /> DECK SECTION PROPERTIES( 3/4"OSB 15heet B8 <br /> in4 Ibf <br /> W 1,�:= 0.036� EP:= 1800000 z <br /> in <br /> in3 Inz <br /> _, .,, _ . KS:= 0.232 ft I= 3.613 ft <br /> L1 Ibf Ibf <br /> FyP:= 1650 z Fsp�_ `� 2 <br /> Load�laaram in In <br /> DEFLECTION ANALYSIS <br /> w= TFL <br /> 4 <br /> W�d��k <br /> �mac'= 921.6E�I,� �max= 0.11•In <br /> �aeck ^ <br /> �y_allow— �.�4'I� <br /> �y_aliow�— 2�0 <br /> Deck la OKfor Deflectlon <br /> ALLOWABLE UNIFORM LOAD BASED ON BFNDING STRE55 Sheot B10 <br /> 96•F6P KS•(2) <br /> lVy:= � Wb=64•psf <br /> 2 <br /> �aeok •12 <br /> Wy>TFL <br /> Deck Is OK for Bending Stresa <br /> ALLOWABLE UNIFORM LOAD BASED ON SHEAR STRESS Sheet B10 <br /> 24•Fsr'I <br /> �v,:= Ws=i22 psf <br /> �Cect•12 <br /> Ws>TFL DecklsOKforShearSVess <br />