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Beam/ Top Chord Check Lumber: <br />Moment Demand <br /># of Attachment per Rafter N A = Span : Orientation <br />Lenght (ft) : <br />Dead Load Roof Material: Q D = psf <br />Live Load QLr = psf <br />Wind Load p = psf <br />Snow Load QS = psf <br />Rafter Spacing s = in <br />Wind Load, Portrait Portrait UL = <br />Wind Load, Landscape Landscape U W = <br />Linear Dead Load wd = plf <br />Live Load wLr = plf Start ft Start ft <br />End ft End ft <br />Snow Load ws = plf Start ft Start ft <br />End ft End ft <br />Ma, Moment <br />D lb-ft <br />D+Lr lb-ft <br />D+S lb-ft <br />0.6D+0.6W lb-ft <br />D+0.45W+0.75Lr lb-ft <br />D+0.45W+0.75S lb-ft <br />Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2 <br />C M = 1 Ct = 1 Cr= CF = fb = psi Cfu =C i = <br />Breadth b = in <br />Depth d = in <br />Section Modulus Sx = bd 2 / 6 = in3 <br />Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015 <br />Deflection Limit E = ksi I = in4 <br />Transient Deflection in <br />Transient Deflection Allowed > [OKAY] <br />Total Deflection in <br />Total Deflection Allowed > [OKAY] <br />-30.86 <br />DF-L No. 2 <br />6 j lj (ft) pd,j  (lbs) pw,j  (lbs) ps,j  (lbs) <br />Landscape <br />1 3.6 20.3 -209 0.0 <br />5.7 20.3 -209 <br />-209 0.0 <br />4 9.1 20.3 -209 0.0 <br />0.0 <br />12.65 0.00 0.00 0.00 2.00 <br />Landscape <br />3 7.0 20.3 <br />10.00 <br />1 2 3 4 Eave <br />2 <br />0.0 <br />0.0 0.0 0.0 <br />0.0 <br />0 0.0 0.0 0.0 0.0 <br />0 0.0 0.0 0.0 <br />0.0 <br />6 12.5 20.3 -209 0.0 <br />Landscape <br />5 10.4 20.3 -209 <br />0.0 <br />13.3 <br />26.7 <br />0.0 0.0 0.0 0.0 <br />0 0.0 <br />Portrait <br />0 <br />0.0 20.3 -209 0 <br />0 <br />0.0 <br />0 <br />3 <br />0 <br />0 <br />0.0 <br />Portrait <br />3 <br />0.0 <br />Portrait <br />0 0.0 0.0 <br />AT (ft 2) <br />13.65 <br />6.7667 <br />pd (lbs) <br />40.95 -421 <br />p w (lbs) ps (lbs) <br />0 <br />13.15 <br />2x6 <br />1.15 1.3 <br />14.65 <br />13.15 <br />14.65 <br />900 <br />1.50 <br />5.50 <br />466 <br />495 <br />466 <br />1047 <br />530 <br />530 <br />DCR <br />0.9 1211 psi D 739 psi 0.61 <br />7.56 <br />1346 <br />CD Fb' = C D * F b ASD Load Ma * S x <br />1.15 1547 psi D+S 739 psi 0.48 OKAY <br />OKAY <br />1.25 1682 psi D+Lr 785 psi 0.47 OKAY <br />1.6 2153 psi <br />0.869 <br />175 120 <br />1600 20.80 <br />0.6D+0.6W 1661 psi 0.77 OKAY <br />1.0 1 <br />20 <br />0.00 <br />16 <br />Comp. <br />0.775 <br />196 180 <br />1.6 2153 psi D+0.45W+0.75S 841 psi 0.39 OKAY <br />1.6 2153 psi D+0.45W+0.75Lr 841 psi 0.39 OKAY <br />ൌ ሺ െ ሻ െ െ െ <br />‐200.0 <br />0.0 <br />200.0 <br />400.0 <br />600.0 <br />800.0 <br />1000.0 <br />1200.0 <br />0.000 2.000 4.000 6.000 8.000 10.000 12.000 14.000 16.000 <br />4410 W Celeste St <br />12/23/21