Laserfiche WebLink
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 = 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 />0.92 0.92 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 + 20) x 10 = 150 + 200 <br />w1,2 (16 + ) x 1 = 16 + 0 <br />w1,3 ( + ) x 0 = 0 + 0 <br />w1,4 ( + ) x 0 = 0 + 0 <br />w1,5 ( + ) x 0 = 0 + 0 <br />W1 = 166 + 200 =0.366 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 />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 />Shea <br />R1= 0.915 kips <br />R2= -0.915 kips Stress Ratio <br />Vmax= 0.92 kips allow.=2.89 x 1 = 2.8875 kips OK .32 <br />Flexure <br />M= 1.14 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .53 <br />Deflection <br />D =D w1 + Dw2 + D p1 +Dp2 <br />D (D+L)= 0.066 + 0.000 + 0.000 +0.000 = 0.07 = L < L OK deflection:.20 <br /> 905 180 <br />0.06629 + 0 <br />D (L Only)= 0.036224 + 0 + 0 +0 = 0.03622 = L L OK deflection:.14 <br />1656 240 <br />USE:1- 4X6 <br />H1 <br />3/14/25 12:00 AM <br />shear: <br />flexure: <br />24