1202 W Edinger Ave - Plan - Laserfiche WebLink

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DESIGN REPORT Date: 12/1/2023 REV: A page 72 of 160 JOB# 186565 Total Weight (lb) Frame = 1692 Splice Plate = 111 Base Plate = 23 -------- 1826 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 2.41 11.60 0.00 0.00 -2.41 11.68 0.00 0.00 2 2.41 11.68 0.00 0.00 -2.41 11.60 0.00 0.00 3 0.81 4.13 0.00 0.00 -0.81 4.15 0.00 0.00 4 0.81 4.15 0.00 0.00 -0.81 4.13 0.00 0.00 5 0.38 2.16 0.00 0.00 -0.38 2.17 0.00 0.00 6 0.38 2.17 0.00 0.00 -0.38 2.16 0.00 0.00 7 2.01 9.73 0.00 0.00 -2.01 9.80 0.00 0.00 8 2.01 9.80 0.00 0.00 -2.01 9.73 0.00 0.00 9 -3.73 -5.09 0.00 0.00 -3.30 -1.08 0.00 0.00 10 3.30 -1.08 0.00 0.00 3.73 -5.09 0.00 0.00 11 -4.71 -2.65 0.00 0.00 -2.33 1.49 0.00 0.00 12 2.33 1.49 0.00 0.00 4.71 -2.65 0.00 0.00 13 1.96 -4.57 2.24 0.00 -1.22 -4.27 2.24 0.00 14 1.96 -1.28 0.00 0.00 -1.22 -0.99 0.00 0.00 15 1.22 -4.27 2.24 0.00 -1.96 -4.57 2.24 0.00 16 1.22 -0.99 0.00 0.00 -1.96 -1.28 0.00 0.00 17 -1.05 4.10 0.00 0.00 -4.22 7.55 0.00 0.00 18 4.22 7.55 0.00 0.00 1.05 4.10 0.00 0.00 19 -1.79 5.93 0.00 0.00 -3.49 9.49 0.00 0.00 20 3.49 9.49 0.00 0.00 1.79 5.93 0.00 0.00 21 3.22 4.76 1.68 0.00 -2.66 4.89 1.68 0.00 22 3.21 7.23 0.00 0.00 -2.66 7.35 0.00 0.00 23 2.66 4.89 1.68 0.00 -3.22 4.76 1.68 0.00 24 2.66 7.35 0.00 0.00 -3.21 7.23 0.00 0.00 25 -2.26 -1.37 0.00 0.00 -3.01 1.78 0.00 0.00 26 3.01 1.78 0.00 0.00 2.26 -1.37 0.00 0.00 27 -2.99 0.46 0.00 0.00 -2.28 3.70 0.00 0.00 28 2.28 3.70 0.00 0.00 2.99 0.46 0.00 0.00 29 2.00 -0.90 1.68 0.00 -1.44 -0.70 1.68 0.00 1202 W Edinger Ave10/3/2024