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CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET <br />1147 E Market Street <br />Long Beach, CA 90805 <br />Engr.Date:Job No.24-459 Sheet <br />Tag <br />Beam 5 <br />L =8.00 ft <br />Member=4x10 A =32.38 in^2 <br />S =49.9 in^3 <br />No. of members=1 I =230.8 in^4 <br />CD=1.25 E =1,600,000 psi <br />CF=1.20 Va =3.885 kips <br />CV=1.00 Ma =3.743 k-ft <br />Cr=1.00 <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=8 ft <br />1.52 1.52 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 8.08 =121.2 +161.6 <br />w1,2 (16 +0)x 2 =32 +0 <br />w1,3 (10 +0)x 6.58 =65.8 +0 <br />w1,4 (16 +60)x 0 =0 +0 <br />w1,5 (5 +20)x 0 =0 +0 <br />W1 =219 +161.6 =0.381 klf <br />Triangular load (W2) <br />D L Trib ` <br />w2,1 (0 +0)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 8 <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 8 <br />Shear <br />R1=1.522 kips <br />R2=-1.522 kips Stress Ratio <br />Vmax=1.52 kips Vallow.=4.86 x 1 =4.8563 kips OK .31 <br />Flexure <br />M=3.045 k-ft Mallow.=5.62 x 1 =5.615 k-ft OK .54 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.095 +0.000 +0.000 +0.000 =0.09 =L <L OK deflection:.18 <br />1011 180 <br />0.095 +0 <br />D (L Only)=0.04 +0 +0 +0 =0.04 =L L OK deflection:.10 <br />2381 240 <br />USE:1-4X10 <br />shear: <br />6/26/24 12:00 AM <br />H3 <br />WALL <br />DOOR <br />ROOF <br />flexure: <br />DECK <br />19 <br />2201 S Halladay St <br />9/24/2024