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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 (ASCE7-22 Section 12.3.3.3) <br />Tag <br />Load Combination with Overstrength (ASCE7-22 Section 12.4.3) <br /> <br />Case: 3 :1 D +1 L +0.00 E + 0 W <br />Wp 85 WIND <br />trib. 7 <br />Beam <br />Member= 4x6 L = 5 ft Lcant = 3 ft <br />No. of members= 1 A = 19.25 in^2 <br />CD= 1.00 S = 17.6 in^3 <br />CF= 1.30 Va = 2.310 kips <br /> CV= 1.00 Ma = 1.323 k-ft <br />MOD FACTOR 1.00 <br />Seismic load (PE1,PE2,PE3,PE4) <br />v h  <br />PE1 =0 x 0 x 0.00 =0.00 kips <br />Uniform load (w1) <br />D L Trib <br />w1,1 (15 + 20) x 7 = 105 + 140 <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 = 105 + 140 = 0.245 klf <br />factored w1= 1 x 105 + 1 x 140 =0.245 klf <br />w2= 0 x 595 =0 <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 5 <br />location (ft) <br />factored P1= 1 x 0 + 1 x 0 =0.00 kips 0 ft <br />Shea <br />CD ** Factor per ASCE7-05 12.4.3.3 <br />R1= 0.39 kips Vallow.= 2.310 1.00 1.00 = 2.31 <br />R2= 1.57 kips Stress Ratio <br />Vmax= 0.82 kips allow.=2.31 x 1 = 2.31 kips OK shear:.36 <br />Flexure CD CF Cv * <br />Mallow.= 1.323 1.00 1.30 1.00 1.00 = 1.72 <br />M= 1.0733 k-ft Mallow.= 1.72 x 1 = 1.72 k-ft OK flexure:.62 <br />USE:1- 4x6 <br />3/13/25 12:00 AM <br />B2G <br />21