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COMPANY PROJECT <br />WoodWorks® <br />SOF<WARF FOR WOOD DESIGN <br />Aug. 8, 201320:35 mpl.wwb <br />Design Check Calculation Sheet <br />WeodWorks Sizer 10.0 <br />Loads: <br />Lead Type Distribution Pat- Location [ft]Magnitude Unit <br />tern Start End Start End <br />DL Dead Full Area Na 10.00 (16.0)+ ps'f <br />RLL Live Parti:al Area Yes 8.75 10.92 19.00 (16.0)+ ps€ <br />PVDL Dead P:artial Area No 2.17 8.75 3.00 (:16.0.)+ psf <br />*Tributary Width (:.in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />- 12'-5.2" <br />-1 <br />0' 1' 10'-10.8" <br />Unfattared : <br />Dead 105 '87 <br />Live 6 49 <br />Factored: <br />Total 111 136 <br />Bearing: <br />F'theta 490 490 <br />Capacity <br />368Joist643 <br />Supports 586 586 <br />Anal/Des <br />Jcist 0.17 0.37 <br />Support 0..19 0.23 <br />Load comb #2 #2 <br />Lengch 0.50*0.50* <br />Min reg' d 0.50*0.50* <br />Cb 1.75 1.00 <br />CD min 1.75 1.00 <br />1.25 1.25Le 30>Part <br />Fcp sup 625 625 <br />*Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports <br />Lumber-soft, S-P-F, No.1/No.2,2x6 (1-1/2"x5-1/2") <br />Supports: All - Timber-soft Beam, D.Fir-L No.2 <br />Roof joist spaced at 16.0" c/c, Total length: 12'-5.2"; Pitch: 6/12; <br />Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);