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Project <br />Engr.Date:Job No.0 Sheet <br />Tag <br />Beam 5 7.333ft 7.667ft <br /> L =15 ft <br />Member=6x10 A =52.25 in^2 <br /> S =82.7 in^3 <br />No. of members=1 I =393.0 in^4 1.40 <br />CD=1.25 E =1,600,000 psi <br />CF=1.00 Va =5.922 kips <br /> CV=1.00 Ma =9.307 k-ft <br />Cr=1.00 <br /> <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=15ft <br /> <br /> <br />0.98 0.95 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 1 =15 +20 <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 =15 +20 =0.035 klf <br />Triangular load (W2)D L <br />0.1125 0.15 0.26 <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 (700 +0)x 1 x 1 =700 +0 <br />p1,2 (700 +0)x 1 x 1 =700 +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 =1400 +0 =1.40 kips 7.33 7.667 <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 15 <br />Shear <br />R1=0.978 kips <br />R2=-0.947 kips Stress Ratio <br />Vmax=0.98 kips Vallow.=7.40 x 1 =7.4021 kips OK .13 <br />Flexure <br />M=6.22 k-ft Mallow.=11.63 x 1 =11.634 k-ft OK .53 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.063 +0.000 +0.270 +0.000 =0.33 =L <L OK deflection:.33 <br /> 539 180 <br />0.063 +0 <br />D (L Only)=0.036 +0 +0 +0 =0.0362 =L L OK deflection:.05 <br />4968 240 <br />USE:1-6X10 <br />B3 <br />4/22/25 12:00 AM <br />shear: <br />flexure: <br />19