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CASTILLO ENGINEERING INC.Project 1702 S GARNSEY <br />1205 Pine Avenue, Suite 201 <br />Long Beach, CA 90813 <br />Engr.Date:Job No.24-1228 Sheet <br />Elements Supporting Discontinuous Walls or Frames (ASCE 7-22, Section 12.3.3.3 <br />Tag <br />Load Combination with Overstrength (ASCE7-22 Section 12.4.3.3) <br />Case: 6w :1 D +0.7 L +0.00 E +0.4 W <br />Wp 85 <br />trib. 1.333 <br />Beam <br />Member= 2x8 L = 8 ft <br />No. of members= 1 A = 10.88 in^2 <br />CD= 1.60 S = 13.1 in^3 <br />CF= 1.20 Va = 1.305 kips <br />CV= 1.00 Ma = 0.986 k-ft <br />MOD FACTOR 1.00 <br />Seismic load (PE1,PE2,PE3,PE4) <br />v h location (ft) <br />PE1 =0 x 0 x 0.00 =0.00 kips UP 0 <br />PE2 =0 x 0 x 0.00 =0.00 kips DOWN 1 <br />PE3 =0 x 0 x 0.00 =0.00 kips <br />PE4 =0 x 0 x 0.00 =0.00 kips <br />Uniform load (w1) <br />D L Trib <br />w1,1 (15 +20) x 1.333 = 19.995 +26.66 <br />w1,2 (+) x 0 = 0 +0 <br />w1,3 (+) x 0 = 0 +0 <br />w1,4 (+) x 0 = 0 +0 <br />w1,5 (+) x 0 = 0 +0 <br />w1 = 19.995 +26.66 = 0.047 klf <br />factored w1= 1 x 20 + 0.75 x 26.6 =0.091 kl <br />0.45 x 113.3 +x <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 8 <br />location (ft) <br />factored P1= 1 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 8 <br />location (ft) <br />factored P2= 1 x 0 + 0.75 x 0 =0.00 kips 0 <br />Shear <br />CD * * Factor per ASCE7-10 12.4.3.3 <br />R1= 0.36 kips Vallow.=1.305 1.60 1.00 = 2.088 <br />R2= -0.36 kips Stress Ratio <br />Vmax= 0.36 kips Vallow.=2.09 x 1 = 2.09 kips OK shear:.17 <br />Flexure CD CF Cv * <br />Mallow.=0.986 1.60 1.20 1.00 1.00 = 1.892 <br />M= 0.73 k-ft Mallow.=1.89 x 1 = 1.89 k-ft OK flexure:.38 <br />USE:1- 2x8 <br />WIND <br />3/13/25 12:00 AM <br />RJ2W <br />16