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ProJect:209i96 <br /> l.ocation:DECK BEAM �`'� Terry(Vlitdtelson <br /> Mutti-Loaded Mv3ti-Span Beam �+��"p.,� �FP PEanning&Design <br /> [2009 Irttemational Resfttentiaf Code{2005 NDS)j � ..�II,�� 9100 Baltimore S't.NE � <br /> 7A{N x 11.251N x 15.0 FT B�'�ne MN 55449 <br /> Leve12 Wolmanized Parallam-iLevel Trus dofsE <br /> Sectioa Adeyuate By.20.296 StruCalc Version S.O.Z01.0 5/3/'2010 2:52:26 PM <br /> Controll'�ng Factor:Deflection LbADING DWGRAM <br /> DEFLECTIONS Cetiter <br /> L"nre Load 0_08 I N L/2257 <br /> Dead Load 0.34 in <br /> 7ohaE Load 0.42 IN U433 � <br /> Live Load Deflection Critefia:U360 TalaE Load De}iedion Criteria:L/360 <br /> i <br /> iiEACT10NS g � q <br /> Uve Load 726 Ib 525 Ib <br /> Dead LOad 9784 Ib 1900 Ib <br /> 7otal�oad 2510 Ib 2425 Eb <br /> Beari Lengih 0.97 in 0.34 in <br /> BEAM DQTA Center <br /> Span Length 15 ft 15� �� <br /> Unbraced Length-Top 0 ft <br /> Unbrdced Length-8ottorn 15 R <br /> Live Load Durafion Factor 'f.00 UNtFQRIVf LOADS cente� <br /> N� Q•� Uniform Live Load 54 plf <br /> i�AA'�ERIAL PROPERTIES Uniform Dead(.oad 20 pl[ <br /> Leve12 Wolman¢ed ParaElam-iLeve!Trus Joist 8eam Self WeigM 25 pff <br /> Base Values � Totaf LlnifoRn loed 99 <br /> $end'ing Stress: �b= 1827 psi fb= 1840 psi POINT LOADS-CE[�S'ER SPAN <br /> Cd=1.00 CF=1.0? Load Number f�pg <br /> Shear Stress: Fv= 197 psi Fv= 197 psl �rye Load 0 ib <br /> Cd=1.00 O�cE Lcad 2852 Ib <br /> Modulus of Elasticit�t. E= t 460 ksi E'= 1460 ksi LocaEion 8 ft <br /> Comp.�-to Grain: Fc-�-= 368 psi Fc-s= 368 psi <br /> TRAPEZOIDAi.LOADS-CENTER SPAl�I <br /> Controlling ManeM: 145Q3 ft-Ib Load Number � <br /> 7.96 Ft from IeR support of span 2(Cer�ter Span) Left Live Load 54 p1f <br /> Cseated by combining all dead loads and Itve loads on span{s)2 Left Dead LoacE 20 ptf <br /> Controlfing Shear. 2355 Eb Right live Load 54 ptt <br /> At a distance d irom left support ot span 2(Center Span) Right Dead Lead 20 plf <br /> Created by combini�g a11 dead foads and live loads on span(s)2 Load Shart 0 R <br /> Load End 8.97 ft <br /> Comparisons with required sectlons: Rea'd Provi Load Le 8.17 ft <br /> Seation Modalus: 94.58 in3 147.56 in3 <br /> Ar�(Shear): 17.93 it�2 78.75 in2 <br /> Moment of Inefia(def{ection): 69t.26 ic14 830.57 in4 <br /> MamenC 44503 R-lb 2'LC�i2 ft-Ib <br /> Shear. 23551b 10d431b <br /> 1�lOTES <br />