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Project <br />Engr.Date:Job No.0 Sheet <br />Tag <br />Beam 5 9.58333333333333ft 7.41666666666667ft <br /> L =17 ft <br />Member=5.25x11.875 PSL A =62.34 in^2 <br /> S =123.4 in^3 <br />No. of members=1 I =732.6 in^4 0.98 <br />CD=1.25 E =2,000,000 psi <br />CF=1.00 Va =12.053 kips <br /> CV=1.00 Ma =29.819 k-ft <br />Cr=1.00 <br /> <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=17ft <br /> <br /> <br />3.40 3.53 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 10 =150 +200 <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 =150 +200 =0.350 klf <br />Triangular load (W2)D L <br />1.275 1.7 2.98 <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 (980 +0)x 1 x 1 =980 +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 =980 +0 =0.98 kips 9.58 7.4167 <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 17 <br />Shear <br />R1=3.403 kips <br />R2=-3.527 kips Stress Ratio <br />Vmax=3.53 kips Vallow.=15.07 x 1 =15.066 kips OK .23 <br />Flexure <br />M=16.53 k-ft Mallow.=37.32 x 1 =37.317 k-ft OK .44 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.449 +0.000 +0.114 +0.000 =0.55 =L <L OK deflection:.49 <br /> 369 180 <br />0.449 +0 <br />D (L Only)=0.257 +0 +0 +0 =0.2565 =L L OK deflection:.30 <br />795 240 <br />USE:1-5.25X11.875 PSL <br />shear: <br />flexure: <br />4/22/25 12:00 AM <br />B4 <br />20