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CASTILLO ENGINEERING INC.Project 1702 S GARNSEY <br />1327 Loma Avenue <br />Long Beach, CA 90804 <br />Engr.Date:Job No.4-1228 Sheet <br />Tag <br />194600 <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= 1.00 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= 240 <br />Live Load L/n= 360 <br />L= 5ft <br /> <br /> <br />0.61 0.61 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 + 20) x 7 = 105 + 140 <br />w1,2 (0 + 0) x 0 = 0 + 0 <br />w1,3 (0 + 0) x 0 = 0 + 0 <br />w1,4 (0 + 0) x 0 = 0 + 0 <br />w1,5 (0 + 0) x 0 = 0 + 0 <br />W1 = 105 + 140 =0.245 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 (0 + 0) x 0 x 0 = 0 + 0 <br />p1,2 (0 + 0) x 0 x 0 = 0 + 0 <br />p1,3 (0 + 0) x 0 x 0 = 0 + 0 <br />p1,4 (0 + 0) x 0 x 0 = 0 + 0 <br />p1,5 (0 + 0) 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 (0 + 0) x 0 x 0 = 0 + 0 <br />p2,2 (0 + 0) x 0 x 0 = 0 + 0 <br />p2,4 (0 + 0) x 0 x 0 = 0 + 0 <br />p2,4 (0 + 0) x 0 x 0 = 0 + 0 <br />p2,5 (0 + 0) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft) <br />P2 = 0 + 0 =0.00 kips 0 5 <br />Shea <br />R1= 0.613 kips <br />R2= -0.613 kips Stress Ratio <br />Vmax= 0.61 kips allow.=2.31 x 1 = 2.31 kips O .27 <br />Flexure <br />M= 0.77 k-ft Mallow.= 1.72 x 1 = 1.72047 k-ft O .45 <br />Deflection <br />D =D w1 + Dw2 + D p1 + Dp2 <br />D (D+L)= 0.044 + 0.000 + 0.000 + 0.000 = 0.04 =L < L O deflection:.18 <br /> 1352 240 <br />0.04437 + 0 <br />D (L Only)= 0.02536 + 0 + 0 +0 = 0.0253569 =L L O deflection:.15 <br />2366 360 <br />USE:1- 4X6 <br />shear: <br />flexure: <br />B1G <br />3/13/25 12:00 AM <br />19