Loading...
Report (49) ' Client c5-1,741:>,--Le3 r r 0,9.e, ,J,0k...) Shipping '/ Jtosbor44 Project Name: JJobil: Quantity 1 Description: Rosboro Big Beam 5.438" X 18.000" - PASSED 4/26/2016 5:25 PM Page 1 of 1 Designer: DESIGN CHECK FOR HOLES: NO REPAIR REQURED Sol s h4l^v-y �s Int.. v� ,. PSC Tit S ou 4 g 4r „.74 � � ,Z r r I O ,Ix '6” 1 SPF t= 2 SPF 21' /--'S 7/18" 21' --- holes okay, low stressed area Type: Girder Application: Floor Moisture Condition:Dry Design Method ASD Reactions Deflection LL: 480 Building Code: IBC/IRC 2012 Brg Live Dead Snow Wind Const Deflection TL: 240 Load Sharing: No 1 4620 1404 0 0 0 Importance: Normal Wet Use: No 2 4620 1404 0 0 0 Temperature: Temp<=100°F Deck: Not Checked Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 29628 ft-lb 10'6" 70651 ft-lb 0.419(42%) D+L L 1 SPF 5.500" 2.750" 95% 1404/4620 6024 L D+L Unbraced 29628 ft-lb 10'6" 68800 ft-lb 0.432(43%)D+L L 2 SPF 5.500" 2 750" 95% 1404/4620 6024 L D+L Shear 4973 lb 191 7/8" 19575 lb 0 254(25%)D+L L LL Dell inch 0.304(L/803) 10'6 1/16" 0 508(L/480) 0.600(60%) L L FL Defl inch 0 397(L1615) 10'6 1/16" 1.016(U240) 0 390(39%) D+L L Design OK. - Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top unbraced. 3 Bottom unbraced ID Load TypeLocation Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const,1.25 Comments 1 Uniform 11-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 24 PLF ��c\ED PRGFCS c7G' ‘G 1 N FF sib cc- 9405 �-' i OREGON CERTIFICATION IS FOR9'�IQ< 12,�o'G�.,r•',Nair28,sealed6I DESIGN CHECK OR REPAIR OTV M R ONLY. EXISTING LOADS,DIMENSIONS AND FIELD CONDITIONS INFO WAS PROVIDED BY OTHERS. ix.• i) ; t' Pacific Lumber&Truss 5930 SW Jean Road,OR 97035 1 1 Powered by 0 iStrucP"25 0.062