1529 W St Anne Pl Unit #2 - Plan

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CASTILLO ENGINEERING INC.Project KEMP ST 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.25-181 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE 7-16, Section 12.3.3.3) Tag Load Combination with Overstrength (ASCE7-05 Section 12.4.3.3) Case:6 :1.1523 D +0.75 L +1.88 E Beam Member=5.25x11.875 PSL L =16.166667 ft No. of members=1 A =62.34 in^2 CD=1.60 S =123.4 in^3 CF=1.00 Va =12.053 kips CV=1.00 Ma =29.819 k-ft MOD FACTOR1.20 Seismic load (PE1,PE2,PE3,PE4) v h Wo location (ft) E1 =537 x 8 x 1.88 =-8.06 kips UP 5.83 PE2 =537 x 8 x 1.88 =8.06 kips DOWN 10.5 PE3 =0 x 8 x 1.88 =0.00 kips PE4 =0 x 8 x 1.88 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 +20)x 11.3 =169.5 +226 w1,2 (16 +0)x 8 =128 +0 w1,3 (15 +40)x 1.66 =24.9 +66.4 w1,4 (+)x 0 =0 +0 w1,5 (+)x 0 =0 +0 w1 =322.4 +292.4 =0.615 klf factored w1=1.152 x 322.4 +0.75 x 292.4 =0.591 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+)x 0 x 0 =0 +0 p1,2 (+)x 0 x 0 =0 +0 p1,3 (+)x 0 x 0 =0 +0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 P1 =0 +0 =0 kips 16.1666667 location (ft) factored P1=1.152 x 0 +0.75 x 0 =0.00 kips 0 ft Point Load (P2) D L Trib.1 Trib.2 p2,1 (+)x 0 x 0 =0 +0 p2,2 (+)x 0 x 0 =0 +0 p2,4 (+)x 0 x 0 =0 +0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 P2 =0 +0 =0.00 kips 16.1666667 location (ft) factored P2=1.152 x 0 +0.75 x 0 =0.00 kips 0 Shear CD ** Factor per ASCE7-16 12.4.3.3 R1=2.45 kips Vallow.=12.053 1.60 1.20 =23.1 R2=-7.10 kips Stress Ratio Vmax=7.10 kips Vallow.=23.14 x 1 =23.14 kips OK shear:.31 Flexure CD CF Cv * Mallow.=29.819 1.60 1.00 1.00 1.20 =57.3 M=30.73 k-ft Mallow.=57.32 x 1 =57.32 k-ft OK flexure:.54 USE:1- 5.25x11.875 PSL B1 6/9/25 12:00 AM 35