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CASTILLO ENGINEERING, INC.Project 1044 FAIRBROOK LN <br />1147 E. Market Street <br />Long Beach, CA 90805 <br />Engr.Date:Job No.25-259 Sheet <br />Tag <br />Beam 5 <br /> L = 11.50 ft <br />Member= 2x10 = 13.88 in^2 <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 />CV= 1.00 Ma = 1.604 k-ft <br />Cr= 1.15 <br />Total Loa L/n= 180 <br />Live Load L/n= 240 <br />L= 11.5 ft <br />0.27 0.27 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20) x 1.33 = 19.95 + 26.6 Roof <br />w1,2 (16 +0) x 0 = 0 + 0 Wall <br />w1,3 (15 +40) x 0 = 0 + 0 Floor <br />w1,4 (15 +60) x 0 = 0 + 0 Balcony / Deck <br />w1,5 (5 +20)0 = 0 + 0 Ceiling Joist <br />W1 = 19.95 + 26.6 =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 2 = 0 + 0 <br />w2,4 (0 + 0) x 0 = 0 + 0 <br />w2,5 (0 + 0) x 4 = 0 + 0 <br />W2 = 0 + 0 =0.000 klf <br />Point Load (P1) <br />D L Trib.1 Trib.2 TAG: <br />p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0 <br />p1,2 ( + ) x 0 x 0 = 0 + 0 0 <br />p1,3 ( + ) x 0 x 0 = 0 + 0 0 <br />p1,4 ( + ) x 0 x 0 = 0 + 0 <br />p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft) <br />P1 = 0 + 0 =0.00 kips 0 11.5 <br />Point Load (P2) <br />D L Trib.1 Trib.2 TAG: <br />p2,1 (+ )x 0 x 0 = 0 + 0 0 <br />p2,2 (+ )x 0 x 0 = 0 + 0 0 <br />p2,4 (+) x 0 x 0 = 0 + 0 0 <br />p2,4 (+) x 0 x 0 = 0 + 0 <br />p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft) <br />P2 = 0 + 0 =0.00 kips 0 11.5 <br />Shea <br />R1= 0.268 kips <br />R2= -0.268 kips Stress Ratio <br />Vmax= 0.27 kips allow.=2.08 x 1 = 2.0813 kips OK .13 <br />Flexure <br />M= 0.770 k-ft Mallow.=2.54 x 1 = 2.5368 k-ft OK .30 <br />Deflection <br />D =D w1 + Dw2 + D p1 + Dp2 <br />D (D+L)= 0.116 + 0.000 + 0.000 + 0.000 = 0.12 = L < L OK deflection:.15 <br />1192 180 <br />0.116 + 0 <br />D (L Only)= 0.066 + 0 + 0 +0 = 0.07 = L L OK deflection:.12 <br />2087 240 <br />USE:1-2X10 <br />shear: <br />3/11/25 12:00 AM <br />RJ1 <br />0 <br />0 <br />0 <br />0 <br />flexure: <br />0 <br />USE 2x12 RAFTERS @16" O.C.14