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Project <br />Engr.Date:Job No.0 Sheet <br />Tag <br />Beam 5 <br />L =10.25 ft <br />Member=2x6 A =8.25 in^2 <br />S =7.6 in^3 <br />No. of members=1 I =20.8 in^4 <br />CD=1.25 E =1,600,000 psi <br />CF=1.30 Va =0.990 kips <br />CV=1.00 Ma =0.567 k-ft <br />Cr=1.15 <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=10.25ft <br />0.24 0.24 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 1.33 =19.99995 +26.6666 <br />w1,2 (+)x 0 =0 +0 <br />w1,3 (+)x 0 =0 +0 <br />w1,4 (+)x 0 =0 +0 <br />w1,5 (+)x 0 =0 +0 <br />W1 =19.99995 +26.6666 =0.047 klf <br />Triangular load (W2)D L <br />0.1024997 0.13667 0.24 <br />D L Trib ` <br />w2,1 (0 +0)x 0 = <br />w2,2 (0 +)x 0 = <br />w2,3 (+0)x 0 = <br />w2,4 (+0)x 0 = <br />w2,5 (+0)x 0 = <br />W2 ==0.000 klf <br />Point Load (P1) <br />D L Trib.1 Trib.2 <br />p1,1 (+)x 0 x 0 =0 +0 <br />p1,2 (+)x 0 x 0 =0 +0 <br />p1,3 (+)x 0 x 0 =0 +0 <br />p1,4 (+)x 0 x 0 =0 +0 <br />p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) <br />P1 =0 +0 =0.00 kips 0 10.25 <br />Point Load (P2) <br />D L Trib.1 Trib.2 <br />p2,1 (+)x 0 x 0 =0 +0 <br />p2,2 (+)x 0 x 0 =0 +0 <br />p2,4 (+)x 0 x 0 =0 +0 <br />p2,4 (+)x 0 x 0 =0 +0 <br />p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) <br />P2 =0 +0 =0.00 kips 0 10.25 <br />Shear <br />R1=0.239 kips <br />R2=-0.239 kips Stress Ratio <br />Vmax=0.24 kips Vallow.=1.24 x 1 =1.2375 kips OK .19 <br />Flexure <br />M=0.61 k-ft Mallow.=1.06 x 1 =1.0599 k-ft OK .58 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.348 +0.000 +0.000 +0.000 =0.35 =L <L OK deflection:.51 <br />353 180 <br />0.348 +0 <br />D (L Only)=0.199 +0 +0 +0 =0.199 =L L OK deflection:.39 <br />618 240 <br />USE:1-2X6 <br />RR1 <br />4/22/25 12:00 AM <br />shear: <br />flexure: <br />RAFTERS @16" O.C. <br />15