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CASTILLO ENGINEERING INC.Project 1034 W CAMDEN PL <br />324 EAST SOUTH STREET <br />LONG BEACH, CA 90805 <br />Engr.Date:Job No.24-462 Sheet <br />Tag <br />Beam 5 <br /> L =9.5 ft <br />Member=4x12 A =39.38 in^2 <br /> S =73.8 in^3 <br />No. of members=1 I =415.3 in^4 <br />CD=1.25 E =1,600,000 psi <br />CF=1.10 Va =4.725 kips <br /> CV=1.00 Ma =5.537 k-ft <br />Cr=1.00 <br /> <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=9.5ft <br /> <br /> <br />1.66 1.66 <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) <br />D L Trib ` <br />w2,1 (0 +0)x 0 =0 +0 <br />w2,2 (0 +)x 0 =0 +0 <br />w2,3 (+0)x 0 =0 +0 <br />w2,4 (+0)x 0 =0 +0 <br />w2,5 (+0)x 0 =0 +0 <br />W2 =0 +0 =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 9.5 <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 9.5 <br />Shear <br />R1=1.663 kips <br />R2=-1.663 kips Stress Ratio <br />Vmax=1.66 kips Vallow.=5.91 x 1 =5.9063 kips OK .28 <br />Flexure <br />M=3.95 k-ft Mallow.=7.61 x 1 =7.6135 k-ft OK .52 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.097 +0.000 +0.000 +0.000 =0.10 =L <L OK deflection:.15 <br /> 1181 180 <br />0.097 +0 <br />D (L Only)=0.055 +0 +0 +0 =0.0552 =L L OK deflection:.12 <br />2067 240 <br />USE:1-4X12 <br />shear: <br />flexure: <br />B5 <br />7/17/24 12:00 AM <br />26