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CASTILLO ENGINEERING INC.Project KEMP ST <br />1205 Pine Avenue, Suite 201 <br />Long Beach, CA 90813 <br />Engr.Date:Job No.25-181 Sheet <br />Elements Supporting Discontinuous Walls or Frames (ASCE 7-16, Section 12.3.3.3) <br />Tag <br />Load Combination with Overstrength (ASCE7-05 Section 12.4.3.3) <br /> <br />Case:5a :1.14 D +0 L +-2.50 E <br />Beam <br />Member=4X12 L =7 ft <br />No. of members=1 A =39.38 in^2 <br />CD=1.60 S =73.8 in^3 <br />CF=1.10 Va =4.725 kips <br /> CV=1.00 Ma =5.537 k-ft <br />MOD FACTOR1.20 <br />Seismic load (PE1,PE2,PE3,PE4) <br />v h Wo location (ft) <br />E1 =136 x 8 x -2.50 =2.72 kips UP 4.75 <br />PE2 =136 x 8 x -2.50 =-2.72 kips DOWN 0 <br />PE3 =0 x 8 x -2.50 =0.00 kips <br />PE4 =0 x 8 x -2.50 =0.00 kips <br />Uniform load (w1) <br />D L Trib <br />w1,1 (15 +20)x 2 =30 +40 <br />w1,2 (16 +0)x 10 =160 +0 <br />w1,3 (+)x 0 =0 +0 <br />w1,4 (+)x 0 =0 +0 <br />w1,5 (+)x 0 =0 +0 <br />w1 =190 +40 =0.230 klf <br />factored w1=1.14 x 190 +0 x 40 =0.217 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 <br />P1 =0 +0 =0 kips 7 <br />location (ft) <br />factored P1=1.14 x 0 +0 x 0 =0.00 kips 0 ft <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 <br />P2 =0 +0 =0.00 kips 7 <br />location (ft) <br />factored P2=1.14 x 0 +0 x 0 =0.00 kips 0 <br />Shear <br />CD ** Factor per ASCE7-16 12.4.3.3 <br />R1=-1.09 kips Vallow.=4.725 1.60 1.20 =9.07 <br />R2=-2.60 kips Stress Ratio <br />Vmax=2.60 kips Vallow.=9.07 x 1 =9.07 kips OK shear:.29 <br />Flexure CD CF Cv * <br />Mallow.=5.537 1.60 1.10 1.00 1.20 =11.7 <br />M=5.29 k-ft Mallow.=11.69 x 1 =11.69 k-ft OK flexure:.45 <br />USE:1- 4X12 <br />B13 <br />6/9/25 12:00 AM <br />71