Laserfiche WebLink
55 <br /> q Robinett Homes, LLC <br /> Wood V V o rkso Seahurst Ave <br /> SOF]N'nHE EDR v00/10L.SIGN Everett,WA <br /> 2_9 Beam <br /> Mar. 16, 2023 11:19 <br /> !::p E <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location [ft] Magnitude Unit <br /> tern Start End Start End <br /> DL Dead Full UDL 75.0 plf <br /> SL Snow Full UDL 120.0 plf <br /> PDL1 Dead Point 5.05 685 lbs <br /> PSLl Snow Point 5.05 930 lbs <br /> PDL2 Dead Point 12.05 685 lbs <br /> PSL2 Snow Point 12.05 1 930 1113S <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 20'-1.07" <br /> 0' 20' <br /> Unfactored- <br /> Dead 1541 1335 <br /> Snow 2275 1995 <br /> Factored: <br /> Total 3817 3331 <br /> Bearing: <br /> Capacity <br /> Beam 3817 3331 <br /> Support 3938 3437 <br /> Des ratio <br /> Beam 1.00 1.00 <br /> Support 0.97 0.97 <br /> Load comb #2 #2 <br /> Length 1.15 1.00 <br /> Min req'd 1.15 1.00 <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Cb support 1.07 1.07 <br /> Fcp sup 625 625 <br /> Glulam-Unbalan., West Species, 24F-1.8E WS, 5-1/8"x19-1/2" <br /> Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length:20'-1.06"; Clear span: 19'-10.94";Volume=13.9 cu.ft.; 13 laminations,5-1/8" maximum width, <br /> Lateral support:top =continuous, bottom=at supports; <br /> This section PASSES the design code check. <br />