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COMPANY PROJECT <br />WoodWorks® <br />SOFAVAREFON WOOD OFS/GN <br />Aug. 8, 201320:34 mp3.Wwb <br />Design Check Calculation Sheet <br />WoodWorks Sizer 10.0 <br />Loads: <br />Lead Type Distribution Pat- Location [ft]Magnitude Unit <br />tefn Start :End Start End <br />DL Dead Full Area Ne 9.00 (24.01* p-sf <br />RLL Livte Partial Area Yes 6.93 8.67 19.00 (24.0)* psf <br />PVDL Pa7rtial .Area No:6.25 5.83 3.00 (24.0)* psf:Dead <br />*Tributary Width (in,) <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />-4 <br />-- 9'-10"-1, <br />0' 1' 8'-7.8" <br />Unfactored: <br />Dead 128 91 <br />Live 8 62 <br />Faccored <br />Total 136 152 <br />Bearing: <br />492F'theta 492 <br />Capacity <br />36·91Joist645 <br />Supports 586 586 <br />Anal/Des <br />Jcist 0.21 0.41 <br />Support 0.23 0.26 <br />Load Bomb #2 #2 <br />Length 0.50*0.50* <br />Min reg'd 0.50'0.50* <br />1.75 1.00 <br />Cb min 1.75 1.00 <br />Cb support 1.25 1.25 <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.2,2x4 (1 -1/2"*3-1/2") <br />Supports: All - Timber-soft Beam, D.Fir-L No. 2 <br />Roof joist spaced at 24.0" dc; Total length: 9'-10.0"; Pitch: 6/1;2; <br />Lateral support: top= full, bottom= at supports, Repetitive factor- applied where permitted (refer to online help), <br />0