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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 =3.16 ft <br />Member=4x6 A =19.25 in^2 <br />S =17.6 in^3 <br />No. of members=1 I =48.5 in^4 <br />CD=1.25 E =1,600,000 psi <br />CF=1.30 Va =2.310 kips <br />CV=1.00 Ma =1.323 k-ft <br />Cr=1.00 <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=3.16 ft <br />0.48 0.48 <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 1.5 =24 +0 <br />w1,3 (15 +40)x 0 =0 +0 <br />w1,4 (16 +60)x 0 =0 +0 <br />w1,5 (5 +20)x 0 =0 +0 <br />W1 =145.2 +161.6 =0.307 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 3.16 <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 3.16 <br />Shear <br />R1=0.485 kips <br />R2=-0.485 kips Stress Ratio <br />Vmax=0.48 kips Vallow.=2.89 x 1 =2.8875 kips OK .17 <br />Flexure <br />M=0.383 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .18 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.009 +0.000 +0.000 +0.000 =0.01 =L <L OK deflection:.04 <br />4277 180 <br />0.009 +0 <br />D (L Only)=0.005 +0 +0 +0 =0 =L L OK deflection:.03 <br />8121 240 <br />USE:1-4X6 <br />shear: <br />6/26/24 12:00 AM <br />H2 <br />WALL <br />FLOOR <br />ROOF <br />flexure: <br />DECK <br />18 <br />2201 S Halladay St <br />9/24/2024