Laserfiche WebLink
CASTILLO ENGINEERING INC.Project 2320 W DAHL LN <br />1327 Loma Avenue <br />Long Beach, CA 90804 <br />Engr.Date:Job No.22-10072 Sheet <br />Tag <br />Beam 5 2.5ft 19.16ft <br /> L =21.66 ft <br />Member=7x14 PSL A =98.00 in^2 <br /> S =228.7 in^3 <br />No. of members=1 I =1600.7 in^4 1.48 <br />CD=1.25 E =2,000,000 psi <br />CF=1.00 Va =18.947 kips <br /> CV=0.98 Ma =54.324 k-ft <br />Cr=1.00 <br /> <br />Total Load L/n=180 <br />Live Load L/n=240 <br />L=21.66ft <br /> <br /> <br />7.43 6.29 <br />Uniform load (W1) <br />D L Trib <br />w1,1 (15 +20)x 15 =225 +300 <br />w1,2 (10 +)x 4 =40 +0 <br />w1,3 (+)x 0 =0 +0 <br />w1,4 (+)x 0 =0 +0 <br />w1,5 (+)x 0 =0 +0 <br />W1 =265 +300 =0.565 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 (317.15 +422.86)x 1 x 1 =317 +423 <br />p1,2 (317.15 +422.86)x 1 x 1 =317 +423 <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 =634 +846 =1.48 kips 2.5 19.16 <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 21.66 <br />Shear <br />R1=7.428 kips <br />R2=-6.290 kips Stress Ratio <br />Vmax=7.43 kips Vallow.=23.68 x 1 =23.683 kips OK .31 <br />Flexure <br />M=35.01 k-ft Mallow.=66.75 x 1 =66.752 k-ft OK .52 <br />Deflection <br />D =D w1 +Dw2 +D p1 +Dp2 <br />D (D+L)=0.874 +0.000 +0.059 +0.000 =0.93 =L <L OK deflection:.65 <br /> 279 180 <br />0.874 +0 <br />D (L Only)=0.464 +0 +0.03 +0 =0.5 =L L OK deflection:.46 <br />522 240 <br />USE:1- 7X14 PSL <br />shear: <br />7/25/24 12:00 AM <br />B3 <br />flexure: <br />18 2320 W Dahl Ln & <br />Unit# 23/11/2025