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COMPANY PROJECT <br /> WoodWorks®R <br /> SOFTWARE FOR WOOD DESIGN <br /> Apr. 8, 2025 18:34 1 Roof 1 -2 <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer <br /> Loads: <br /> Load Type Distribution Pat- Location [ft] Magnitude Unit <br /> tern Start End Start End <br /> nT Dead Full Area No 6.20 (24 .0") psf <br /> DL-PV Dead Partial Area No 6.80 13.10 3.00 (24 .011) psf <br /> SL Snow Full Area No 25.00 (24.011) psf <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> ---------- <br /> -- 15.284' ___--- <br /> ------------- <br /> 0' 2' 6.1' 14.063' <br /> Unfactored: <br /> Dead 36 128 65 <br /> Snow 163 373 189 <br /> Factored: <br /> Total 199 501 254 <br /> Bearing: <br /> F'theta 668 668 668 <br /> Capacity <br /> Joist 5891 5891 5515 <br /> Support 6445 6445 5156 <br /> Des ratio <br /> Joist 0 .03 0.09 0.05 <br /> Support 0.03 0.08 0.05 <br /> Load comb #2 #2 #2 <br /> Length 5.50 5.50 5.50 <br /> Min req'd 0 .50* 0.50* 0 .50* <br /> Cb 1 .07 1 .07 1 .00 <br /> Cb min 1 .75 1.75 1 .00 <br /> Cb support 1 .25 1 .25 1 .00 <br /> Fcp sup 625 1 625 625 <br /> *Minimum bearing length setting used: 1/2"for end supports <br /> Roof 1&2 <br /> Lumber-soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") <br /> Supports: All -Timber-soft Beam, D.Fir-L No.2 <br /> Roof joist spaced at 24.0" c/c; Total length: 15.38'; Clear span(horz): 1.75', 3.625', 7.688'; Volume = 0.6 cu.ft.; Pitch: 4/12 <br /> Lateral support: top = continuous, bottom = at end supports; Repetitive factor: applied where permitted (refer to online <br /> help); <br /> This section PASSES the design code check. <br />