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CASTILLO ENGINEERING, INC.Project 1012 N KEMP STREET <br />1147 E Market Street <br />Long Beach, CA 90805 <br />Engr.Date:Job No.25-181 Sheet <br />Tag <br />Beam 5 <br /> L =16.16 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 <br />CD=1.00 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=240 <br />Live Load L/n=360 <br />L=16.16 ft <br /> <br /> <br />4.95 4.95 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 11.3 =168.75 +225 <br />w1,2 (16 +0)x 8 =128 +0 <br />w1,3 (15 +40)x 0 =0 +0 <br />w1,4 (15 +40)x 1.66 =24.9 +66.4 <br />w1,5 (5 +20)x 0 =0 +0 <br />W1 =321.65 +291.4 =0.613 klf <br />Triangular load (W2) <br />D L Trib ` <br />w2,1 (0 +1.84)x 0 =0 +0 <br />w2,2 (0 +0)x 0 =0 +0 <br />w2,3 (0 +0)x 0 =0 +0 <br />w2,4 (0 +0)x 0 =0 +0 <br />w2,5 (0 +0)x 0 =0 +0 <br />W2 =0 +0 =0.000 klf <br />Point Load (P1) <br />D L Trib.1 Trib.2 TAG: <br />p1,1 (+)x 0.00 x 0.00 =0 +0 0 <br />p1,2 (+)x 0 x 0 =0 +0 0 <br />p1,3 (+)x 0 x 0 =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 16.16 <br />Point Load (P2) <br />D L Trib.1 Trib.2 TAG: <br />p2,1 (+)x 0 x 0 =0 +0 0 <br />p2,2 (+)x 0 x 0 =0 +0 0 <br />p2,4 (+)x 0 x 0 =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 16.16 <br />Shear <br />R1=4.953 kips <br />R2=-4.953 kips Stress Ratio <br />Vmax=4.95 kips Vallow.=12.05 x 1 =12.053 kips OK .41 <br />Flexure <br />M=20.012 k-ft Mallow.=29.85 x 1 =29.854 k-ft OK .67 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.642 +0.000 +0.000 +0.000 =0.64 =L <L OK deflection:.79 <br /> 302 240 <br />0.642 +0 <br />D (L Only)=0.305 +0 +0 +0 =0.31 =L L OK deflection:.57 <br />635 360 <br />USE:1- 5.25X11.875 PSL <br />flexure: <br />0 <br />0 <br />shear: <br />2/7/25 12:00 AM <br />B1 <br />0 <br />0 <br />0 <br />34