2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#7673-220426 REVISION Project Descr: File:7673-220426vs3.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 6-7 0.6829k 0.0 ft 0.1714 k-ft 6.122ft 0.05487 k 0.0 ft Max +0.7028D+2.0E +1.397D+0.20S+2.0E +1.397D+0.20S-2.0E 6-7 -3.259k 12.50 ft -0.1714 k-ft 6.122 ft -0.05487 k 0.0 ft Min +1.20D+1.60S-0.50W +1.397D+0.20S-2.0E +1.397D+0.20S+2.0E 7-10 43.661k 14.0 ft 4.366 k-ft 14.0 ft 2.245 k 0.0 ft Max +1.397D+0.20S-2.0E +1.397D+0.20S+2.0E +1.20D+1.60S-0.50W 7-10 -43.661k 14.0 ft -13.688 k-ft 12.571 ft -10.905 k 14.0 ft Min +1.397D+0,20S+2.0E +1.20D+1.60S-0.50W +1.20D+1.605+0,50W 8-11 0.006053k 0.0 ft 0.002461 k-ft 0.4555 ft 0.01765 k 1.240 ft Max +1.397D+0.20S-2.0E +1.40D +1.40D 8-11 -0.006053k 0,0 ft -0.004377 k-ft 1.240 ft -0.01059 k 0.0 ft Min +0.7028D+2.0E +1,40D +1,40D 8-20 40.972k 0.0 ft 0.7793 k-ft 8.164 ft 0.1871 k 16.669 ft Max +0.7028D+2.0E +1.397D+0.20S+2.0E +1.397D+0.205+2.0E 8-20 -42.830k 16.669 ft 0.001055 k-ft 0.3402ft -0.1871 k 0.0 ft Min +1.397D+0.20S-2.0E +0.7028D-2.0E +1.397D+0.20S+2.0E 8-9 31.910k 0.0 ft 0.1687 k-ft 6.073 ft 0.05443 k 0.0 ft Max +0,7028D+2.0E +1,397D+0.20S+2.0E +1.397D+0.20S-2.0E 8-9 -39.152k 12.40 ft -0.1687 k-ft 6.073ft -0.05443 k 0.0 ft Min +1.397D+0.20S-2.0E +1.397D+0.20S-2.0E +1.397D+0.20S+2.0E 9-10 -2.049k 0.0 ft 4.366 k-ft 0.10 ft 43.661 k 0.10 ft Max +0.7028D-2.0E +0.7028D-2.0E +1.397D+0.20S+2.0E 9-10 -10.905k 0.10 ft -4.366 k-ft 0.10 ft -43.661 k 0.10 ft Min +1.20D+1.60S+0.50W +1.397D+0.20S+2,0E +0.7028D-2.0E 9-20 27.216k 11.140 ft -0.04510 k-ft 10.913ft 1.014 k 0.0 ft Max +1.397D+0.20S-2.0E +0.7028D+2.0E +1.20D+1.60S 9-20 -26.094k 11.140 ft -2.823 k-ft 5.684ft -1.014 k 11.140 ft Min +0.7028D+2.0E +1.20D+1.60S +1.20D+1.60S 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+1.60S-0.50W 0.012 PASS 12.50 +1.397D+0.20S+2.0E 0.001 PASS 0.00 11-12 BRACE POST Stee +1.397D+0.20S+2.OE 0.000 PASS 0.00 +1.40D 0.000 PASS 0.00 12-13 BRACE POST Stee +1.397D+0.20S+2.0E 0.000 PASS 1.30 +1.40D 0.000 PASS 1.30 13-14 BRACE POST Stee +1.397D+0.205+2.0E 0.000 PASS 0.00 +1.40D 0.000 PASS 0.00 14-15 BRACE POST Stee +1.397D+0.20S+2.OE 0.000 PASS 0.00 +1.40D 0.000 PASS 0.00 15-16 BRACE POST Stee +1.397D+0.20S+2.OE 0.000 PASS 1.20 +1.40D 0.000 PASS 1.20 16-17 BRACE POST Stee +1.397D+0.20S+2.OE 0.000 PASS 1.30 +1.40D 0.000 PASS 1.30 17-18 BRACE POST Stee +1.397D+020S-2.0E 0.000 PASS 1.30 +1.40D 0.000 PASS 1.30 18-19 BRACE POST Stee +1.3971)+0.20S-2.0E 0.000 PASS 0.00 +1.40D 0.000 PASS 0.00 19-20 BRACE POST Stee +1.397D+020S-2.0E 0.317 PASS 5.57 +1.397D+020S+2.0E 0.001 PASS 0.00 19-9 BRACE POST Stee +1.397D+0.20S+2.OE 0.826 PASS 9.87 +1.397D+020S-2.0E 0.004 PASS 16.67 2-4 (ISTING BEAM Stee +1.397D+020S-2.OE 0.537 PASS 18.25 +120D+1.60S-0.50W 0.012 PASS 0.00 20-21 BRACE POST Stee +1.397D+020S-2.OE 0.006 PASS 0.10 +1.397D+020S+2.0E 0.031 PASS 0.10 21-23 (ISTING BEAM Stee +1.397D+020S+2.OE 0.003 PASS 0.00 +1.397D+020S+2.OE 0.001 PASS 1.20 22-23 (ISTING POST Stee +1.397D+020S-2.0E 0.007 PASS 5,87 +1.397D+020S+2.OE 0.001 PASS 0.00 3-4 (ISTING POST Stee +1.397D+020S+2.OE 0.010 PASS 6.63 +1.397D+020S+2.0E 0.001 PASS 0.00 4-5 (ISTING BEAM Stee +1.397D+020S+2.OE 0.059 PASS 1.55 +1.397D+0.20S-2.0E 0.010 PASS 1.55 5-7 (ISTING BEAM Stee +1.397D+020S+2.0E 0.060 PASS 0.00 +1.397D+020S-2.0E 0.011 PASS 1.86 6-7 (ISTING POST Stee +1.20D+1.60S-0.50W 0.026 PASS 12.50 +1.397D+020S+2.0E 0.001 PASS 0.00 7-10 (ISTING BEAM Stee +1.397D+020S-2.0E 0.678 PASS 12.57 +120D+1.60S+0.50W 0.087 PASS 14.00 8-11 BRACE POST Stee +1.397D+020S+2.0E 0.000 PASS 1.24 +1.40D 0.000 PASS 1.24 8-20 BRACE POST Stee +1.397D+020S-2.OE 0.744 PASS 9,87 +1.397D+0.20S+2.0E 0.004 PASS 0.00 8-9 (ISTING POST Stee +1.397D+020S-2.OE 0.317 PASS 6.83 +1.397D+020S+2.0E 0.001 PASS 0.00 9-10 (ISTING POST Stee j +1.397D+020S+2.0E 0.169 PASS 0.101 +0.7028D-2.0E 0.968 PASS 0.10 9-20 BRACE POST Stee +1.397D+0.20S-2.OE 0.241 PASS 8.87 +120D+1.605 0.022 PASS 0.00