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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:6a :1.105 D +0.75 L +-1.88 E <br />Beam <br />Member=3.5x11.875 PSL L =11.41 ft <br />No. of members=1 A =41.56 in^2 <br />CD=1.60 S =82.3 in^3 <br />CF=1.00 Va =8.035 kips <br /> CV=1.00 Ma =19.879 k-ft <br />MOD FACTOR1.20 <br />Seismic load (PE1,PE2,PE3,PE4) <br />v h Wo location (ft) <br />E1 =134 x 8 x -1.88 =2.01 kips UP 5.167 <br />PE2 =134 x 8 x -1.88 =-2.01 kips DOWN 0 <br />PE3 =0 x 8 x -1.88 =0.00 kips <br />PE4 =0 x 8 x -1.88 =0.00 kips <br />Uniform load (w1) <br />D L Trib <br />w1,1 (15 +20)x 11.3 =169.5 +226 <br />w1,2 (16 +0)x 8 =128 +0 <br />w1,3 (+)x 0 =0 +0 <br />w1,4 (+)x 0 =0 +0 <br />w1,5 (+)x 0 =0 +0 <br />w1 =297.5 +226 =0.524 klf <br />factored w1=1.105 x 297.5 +0.75 x 226 =0.498 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 11.41 <br />location (ft) <br />factored P1=1.105 x 0 +0.75 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 11.41 <br />location (ft) <br />factored P2=1.105 x 0 +0.75 x 0 =0.00 kips 0 <br />Shear <br />CD ** Factor per ASCE7-16 12.4.3.3 <br />R1=1.93 kips Vallow.=8.035 1.60 1.20 =15.4 <br />R2=-3.75 kips Stress Ratio <br />Vmax=3.94 kips Vallow.=15.43 x 1 =15.43 kips OK shear:.26 <br />Flexure CD CF Cv * <br />Mallow.=19.879 1.60 1.00 1.00 1.20 =38.2 <br />M=13.67 k-ft Mallow.=38.21 x 1 =38.21 k-ft OK flexure:.36 <br />USE:1- 3.5x11.875 PSL <br />B10 <br />6/9/25 12:00 AM <br />56