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CASTILLO ENGINEERING INC.Project <br />1327 Loma Avenue <br />Long Beach, CA 90804 <br />Engr. Date:Job No.23-10263 Sheet <br />Tag <br />Beam 5 <br /> L = 5 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 /> <br />Total Load L/n= 180 <br />Live Load L/n= 240 <br />L= 5ft <br /> <br /> <br />0.46 0.46 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 + 20) x 3 = 45 + 60 <br />w1,2 (16 + ) x 5 = 80 + 0 <br />w1,3 ( + ) x 0 = 0 + 0 <br />w1,4 ( + ) x 0 = 0 + 0 <br />w1,5 ( + ) x 0 = 0 + 0 <br />W1 = 125 + 60 =0.185 kl <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 kl <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 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 5 <br />Shear <br />R1= 0.463 kips <br />R2= -0.463 kips Stress Ratio <br />Vmax= 0.46 kips allow.2.89 x 1 = 2.8875 kips OK .16 <br />Flexure <br />M= 0.58 k-ft Mallow.2.15 x 1 = 2.1506 k-ft OK .27 <br />Deflection <br />D =D w1 + Dw2 + D p1 + Dp2 <br />D (D+L)= 0.034 + 0.000 + 0.000 + 0.000 = 0.03 = L < L OK deflection:.10 <br /> 1791 180 <br />0.034 + 0 <br />D (L Only)= 0.011 + 0 + 0 + 0 = 0.011 = L L OK deflection:.04 <br />5521 240 <br />USE:1- 4X6 <br />H3 <br />flexure: <br />shear: <br />2/23/24 12:00 AM <br />2605 W Strawberry Ln #2 <br />- 1011186506/26/2024