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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 = 9 ft <br />Member= 2x6 = 8.25 in^2 <br /> S = 7.6 in^3 <br />No. of members= 1 I = 20.8 in^4 <br />CD= 1.00 E = 1,600,000 psi <br />CF= 1.30 Va = 0.990 kips <br /> CV= 1.00 Ma = 0.567 k-ft <br />Cr= 1.00 <br /> <br />Total Load L/n= 240 <br />Live Load L/n= 360 <br />L= 9ft <br /> <br /> <br />0.21 0.21 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 + 20) x 1.333 = 19.995 + 26.66 <br />w1,2 ( + ) x 0 = 0 + 0 <br />w1,3 ( + ) x 0 = 0 + 0 <br />w1,4 ( + ) x 0 = 0 + 0 <br />w1,5 ( + ) x 0 = 0 + 0 <br />W1 = 19.995 + 26.66 =0.047 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 9 <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 9 <br />Shea <br />R1= 0.210 kips <br />R2= -0.210 kips Stress Ratio <br />Vmax= 0.21 kips allow.=0.99 x 1 = 0.99 kips OK .21 <br />Flexure <br />M= 0.47 k-ft Mallow.=0.74 x 1 = 0.7373 k-ft OK .64 <br />Deflection <br />D =D w1 + Dw2 + D p1 +Dp2 <br />D (D+L)= 0.207 + 0.000 + 0.000 +0.000 = 0.21 = L < L OK deflection:.46 <br /> 522 240 <br />0.206982 + 0 <br />D (L Only)= 0.118275 + 0 + 0 +0 = 0.11828 = L L OK deflection:.39 <br />913 360 <br />USE:1- 2X6 @ 16 O.C. <br />RJ3 <br />3/13/25 12:00 AM <br />shear: <br />flexure: <br />17