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CASTILLO ENGINEERING, INC.Project CAMDEN <br />1147 E. Market Street <br />Long Beach, CA 90805 <br />Engr.Date:Job No.24-462 Sheet <br />Tag <br />Beam 5 <br />L =12.58 ft <br />Member=2x8 A =10.88 in^2 <br />S =13.1 in^3 <br />No. of members=1 I =47.6 in^4 <br />CD=1.25 E =1,600,000 psi <br />CF=1.20 Va =1.305 kips <br />CV=1.00 Ma =0.986 k-ft <br />Cr=1.15 <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=12.58 ft <br />0.29 0.29 <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 +0)x 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 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) <br />P1 =0 +0 =0.00 kips 0 12.583 <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 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) <br />P2 =0 +0 =0.00 kips 0 12.583 <br />Shear <br />R1=0.293 kips <br />R2=-0.293 kips Stress Ratio <br />Vmax=0.29 kips Vallow.=1.63 x 1 =1.6313 kips OK .18 <br />Flexure <br />M=0.921 k-ft Mallow.=1.70 x 1 =1.7001 k-ft OK .54 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.345 +0.000 +0.000 +0.000 =0.34 =L <L OK deflection:.41 <br />438 180 <br />0.345 +0 <br />D (L Only)=0.197 +0 +0 +0 =0.2 =L L OK deflection:.31 <br />767 240 <br />USE:1-2X8 <br />flexure: <br />0 <br />shear: <br />6/27/24 12:00 AM <br />RR1 <br />0 <br />0 <br />0 <br />0 <br />RAFTERS @ 16" O.C. <br />14