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COMPANY PROJECT® WoodWorks® <br />SOFTWAR£ FOR WOOD OFS,CN <br />Aug. 8, 2013 2036 mp2.wwb <br />Design Check Calculation Sheet <br />WoodWorks Sizer 10.0 <br />Loads: <br />Lead Type Dis:tribution· Bat- Location [ft]Magnitude Uhit <br />tern Start End Start End <br />DL Dead Full Area,No 10.00 -6.0) * paf <br />RLL Live Partial Area Yes 7.17 10.'75 19.00 (16.0)* psf <br />PVDL Dead Partial Area No 0.58 7.17 3.00 (16.0)* paf <br />*'Prioutary Width (in) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />- 12'-3" <br />-1 <br />0 1' 10'-8.8" <br />Unfactored: <br />Dead 109 81 <br />Lilne 17 74 <br />Factored: <br />Total 125 155 <br />Bearing: <br />F'theta 490 490 <br />Capacity <br />Joist 643 368 <br />Supports 586 586 <br />Anal/Des <br />Joist 0.19 0.42 <br />Support 0.21 0.26 <br />Lead comb #,2 #2 <br />Length 0.50*0.50* <br />Min reg'd 0.50*0.50* <br />Cb 1.75 1.00 <br />Cb min 1.75 1.00 <br />Cb support 1.25 1.2:5 <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'-3.0"; Pitch: 6/12, <br />Lateral support. top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help),