2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#7673-220426 REVISION Project Descr: File:7673-220426 vs3.ec6 2-D Frame Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 Lic.#:KW-06014008 Structural Design Associates Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint 4-5 -32.155k 1.550 ft 0.004270 k-ft 1.518 ft 0.1337 k 1.550 ft Min +1.20D+0.20S+2.0E +1.20D +1.20D 5-7 -1.584k 0.0 ft -0.005016 k-ft 0.03796ft 1.40 k 0.0 ft Max +1.20D+1.60S+0.50W +1.20D +1.20D+0.20S+2.0E 5-7 -35.176k 1.860 ft -2.437 k-ft 1.860ft 0.04794 k 1.860 ft Min +1.20D+0.20S+2.0E +1.20D+0.20S+2.0E +1.20D+1.60S 6-7 1.503k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max +0,90D+2.OE 6-7 -1.715 k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min +1.200+1.60S 7-10 -1.733k 0.0 ft 13.233 k-ft 14.0 ft 1.667 k 0.0 ft Max +1.20D+0.50W +1.20D+0.20S+2.0E +1.20D+1.60S 7-10 -57.912k 14.0 ft -7.152 k-ft 8.286 ft -11.998 k 14.0 ft Min +1.20D+0.20S+2.0E +1.20D+1.60S +1.20D+1.60S+0.50W 8-11 0.0k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max 8-11 0.0k 0.0ft 0.0k-ft 0.0ft 0.0k 0.0 ft Min 8-20 61.041k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max +0.90D+2.0E 8-20 -2.751k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min +1.20D+1.60S 8-9 35.763k 0.0 ft 33.204 k-ft 11.80 ft -0.00220 k 0.0 ft Max +0.90D+2.0E +1.20D+0.20S+2.0E +1.20D 8-9 -11.912k 0.0 ft 0.000530 k-ft 0.2408 ft -2.814 k 0.0 ft Min +1.20D+1.60S +1.20D +1.20D+0.20S+2.0E 9-10 -4.517k 0.0 ft 33.204 k-ft 0.0 ft 47.435 k 0.0 ft Max +0.90D+W +1.20D+0.20S+2.0E +1.20D+0.20S+2.0E 9-10 -14.066k 0.0 ft 0.000530 k-ft 0.6857 ft 0.03709 k 0.0 ft Min +1.20D+1.605+0.50W +1.200 +1.20D 9-20 1.791k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max +1.20D+1.60S 9-20 -9.559k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min +0.90D+2.0E Member Stress Checks... Stress Checks per AISC 360-16&NDS 2018 Member Section Material Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 1-2 {ISTING POST Stee +1.20D+1.6Os 0.014 PASS 0.00 N/A 0.000 PASS 0.00 10-21 (ISTING BEAM Stee +0.90D+2.0E 0.388 PASS 11.14 +1.20D+0.20S+2.OE 0.026 PASS 0.00 11-12 BRACE POST Stee WA 0.000 No Stress 0.00 WA 0.000 PASS 0.00 12-13 , BRACE POST Stee N/A 0.000 No Stress 0.00 N/A 0.000 PASS 0.00 13-14 i BRACE POST Stee NIA 0.000 No Stress 0.00 WA 0.000 PASS 0.00 14-15 ' BRACE POST Stee N/A 0.000 No Stress 0.00 N/A 0.000 PASS 0.00 15-16 BRACE POST Stee N/A 0.000 No Stress 0.00 N/A 0.000 PASS 0.00 16-17 BRACE POST Stee N/A 0.000 No Stress 0.00 N/A 0.000 PASS 0.00 17-18 BRACE POST Stee N/A 0.000 No Stress 0.00 N/A 0.000 PASS 0.00 18-19 BRACE POST Stee +1.20D+0.20S+2.OE 0.000 PASS 0.00 +1.20D+0.20S+2.OE 0.000 PASS 0.00 19-20 BRACE POST Stee +o.9oD+2.oE 1.048 Ratio>1. 11.80 +0.90D+2.oE 0.039 PASS 0.00 19-9 BRACE POST Stee +1.20D+0.20S+2.OE 0.973 PASS 0.00 N/A 0.000 PASS 0.00 2-4 (ISTING BEAM Stee +1.20D+0.20s+2.OE 0.708 PASS 18.25 +1.20D+1.605+0.50W 0.015 PASS 18.25 20-21 BRACE POST Stee +0.90D+2.OE 0.930 PASS 0.00 +O.90D+2.OE . 0.658 PASS 0.00 21-23 (ISTING BEAM Stee +0.90D+2.OE 0.112 PASS 0.00 +0.90D+2.OE 0.114 PASS 1.20 22-23 <ISTING POST Stee +0.90D+2.OE 0.116 PASS 0.00 N/A 0.000 PASS 0.00 3-4 <ISTING POST Stee +1.20D+1.60S+0.50W 0.021 PASS 0.00 N/A 0.000 PASS 0.00 4-5 (ISTING BEAM Stee +1.20D+0.205+2.0E 0.079 PASS 1.55 +1.20D+0.20S+2.0E 0.012 PASS 0.00 5-7 (ISTING BEAM Stee +1.200+0.20S+2.OE 0.080 PASS 0.00 +1.2OD+0.20S+2.0E 0.011 PASS 0.00 6-7 <ISTING POST Stee +1.20D+1.605 0.014 PASS 0.00 N/A 0.000 PASS 0.00 7-10 (ISTING BEAM Stee +1.20D+0.20S+2.OE 0.917 PASS 14.00 +1.20D+1.60S+0.50W 0.095 PASS 14.00