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CASTILLO ENGINEERING INC.Project CONCORD RESIDENCE <br />1327 Loma Avenue <br />Long Beach, CA 90804 <br />Engr.Date:Job No.23-10273 Sheet <br />Tag <br />Beam 5 <br />L = 21 ft <br />S =21.4 in^3 <br />No. of members= 1 I = 98.9 in^4 <br />CD= 1.25 E = 1,600,000 psi <br />CF= 1.10 Va = 1.665 kips <br />Cr= 1.15 <br />L/n= 180 <br />Live Load L/n= 240 <br />L= 21ft <br />0.35 0.35 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (5 +20) x 1.333 = 6.6666667 +26.67 <br />w1,2 (+) x 0 = 0 +0 <br />w1,3 (+) x 0 = 0 +0 <br />w1,4 (+) x 0 = 0 +0 <br />0.033 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 <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 />0.00 kips <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 />0.00 kips <br />Shear <br />R1=0.350 kips <br />R2=-0.350 kips <br />Vmax=0.35 kips Vallow.=2.08 x 1 =2.0813 kips OK .17 <br />Flexure <br />M=1.84 k-ft Mallow.=2.54 x 1 =2.5368 k-ft OK .72 <br />Deflection <br />D D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.921 +0.000 +0.000 +0.000 =0.92 =L <L OK deflection:.66 <br />273 180 <br />0.92147 + 0 <br />D (L Only)=0.73718 +0 +0 +0 =0.73718 =L L OK deflection:.70 <br />342 240 <br />USE:1- 2X10 @ 16 O.C. <br />shear: <br />flexure: <br />1/15/24 12:00 AM <br />CJ1 <br />17 2224 N Concord St #2- <br />ADU4/2/2025