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 End Forces Only Load Combinations giving maximum values are listed Member"I"End Forces Member"J" End Forces Member Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 4-5 22.319 0.6571 0.9879 24.224 1.271 0.0 Max +1.397D+0.20S+2.OE +0.7028D+2.0E +0.7028D+2.0E +1.397D+0.20S-2.0E +1.397D+0.20S-2.0E +1.40D 4-5 -22.319 -1.169 -1.891 -24.224 -0.6176 0.0 Mir? +1.397D+0.20S-2.0E +1.397D+0.20S-2.0E +1.397D+0.20S-2.OE +1.397D+0.20S+2.OE +0.7028D+2.0E +1.40D 5-7 24.224 0.6176 0.0 26.510 1.393 1.105 Max +1.397D+0.20S+2.0E +0.7028D+2.0E +1.20D+1.60S+0.50W +1.397D+0.20S-2.OE +1.397D+0.20S-2.0E +0.7028D+2.0E 5-7 -24.224 -1.271 0.0 -26.510 -0.5701 -2.478 Min +1.397D+0.205-2.0E +1.397D+0.20S-2.0E +1.20D+1.60S-0.50W +1.397D+0.20S+2.OE +0.7028D+2.0E +1.397D+0.20S-2.0E 6-7 3.039 0.05487 0.0 0.5544 0.05487 0.0 Max +1.20D+1.605-0.50W +1.397D+0.20S-2.0E +1.40D +0.7028D+2.OE +1.397D+0.20S-2.0E +1.40D 6-7 • -0.6829 -0.05487 0.0 -3.259 -0.05487 0.0 Min +0.7028D+2.OE +1.397D+0.205+2.0E +1.40D +1.20D+1.60S-0.50W +1.397D+0.20S+2.0E +1.40D 7-10 26.455 2.245 2.478 43.661 10.905 4.366 Max +1.397D+0.20S+2.0E +1.20D+1.60S-0.50W +1.397D+0.205-2.0E +1.397D+0.20S-2.OE +1.20D+1.605+0.50W +0.7028D-2.0E 7-10 -26.455 0.01570 -1.105 -43.661 2.050 -4.366 Min +1.397D+0.20S-2.0E +0.7028D+2.0E +0.7028D+2.OE +1.397D+0.20S+2.0E +0.7028D-2.0E +1.397D+0.20S+2.0E 8-11 0.006053 -0.005315 0.0 0.006048 -0.008859 0.004377 Max +0.7028D+2.0E +0.7028D+2.0E +1.40D +1.397D+0.20S+2.0E +0.7028D-2.0E +1.40D 8-11 -0.006053 -0.01059 0.0 -0.006048 -0.01765 0.002197 Min +1.397D+0.20S-2.0E +1.40D +1.40D +0.7028D-2.0E +1.40D +0.7028D-2.0E 8-20 42.440 -0.003165 0.0 40.939 -0.003165 0.0 Max +1.397D+0.20S-2.0E +0.7028D-2.0E +1.40D +0.7028D+2.0E +0.7028D-2.0E +1.40D 8-20 -40.972 -0.1871 0.0 -42.830 -0.1871 0.0 Min +0.7028D+2.0E +1.397D+0.20S+2.0E +1.40D +1.397D+0.20S-2.0E +1.397D+0.20S+2.0E +1.40D 8-9 38.898 0.05443 0.0 31.782 0.05443 0.0 Max +1.397D+0.20S-2.0E +1.397D+0.20S-2.0E +1.40D +0.7028D+2.0E +1.397D+0.20S-2.0E +1.40D 8-9 -31.910 -0.05443 0.0 -39.152 -0.05443 0.0 Min +0.7028D+2.0E +1.397D+0.20S+2.0E +1.40D +1.397D+0.20S-2.0E +1.397D+0.20S+2.0E +1.40D 9-10 10.903 43.660 0.0 -2.050 43.661 4.366 Max +1.20D+1.60S+0.50W +1.397D+0.20S+2.0E +1.397D+0.20S-2.OE +0.7028D-2.0E +0.7028D-2.OE +1.397D+0.20S+2.OE 9-10 2.049 -43.660 0.0 -10.905 -43.661 -4.366 Min +0.7028D-2.0E +0.7028D-2.0E +0.7028D-2.0E +1.20D+1.60S+0.50W +1.397D+0.20S+2.0E +0.7028D-2.0E 9-20 12.277 1.014 0.0 27.216 1.014 0.0 Max +0.7028D+2.0E +1.20D+1.60S +1.40D +1.397D+0.20S-2.0E +1.20D+1.60S +1.40D 9-20 -13.40 0.2025 0.0 -26.094 0.2025 0.0 Min +1.397D+0.20S-2.0E +0.7028D+2.0E +1.40D +0.7028D+2.OE +0.7028D+2.OE +1.40D 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 1-2 -0.05025k 0.0 ft 0.1714 k-ft 6.122ft 0.05487 k 0.0 ft Max +0.7028D+2.0E +1.3970+0.20S+2.OE +1.397D+0.20S-2.OE 1-2 -1.542k 12.50 ft -0.1714 k-ft 6.122ft -0.05487 k 0.0 ft Min +1.20D+1.GOS-0.50W +1.397D+0.20S-2.OE +1.397D+0.20S+2.0E 11-12 0.005856k 0.0 ft 0.001365 k-ft 0.6122ft 0.01366 k 1.20 ft Max +1.3970+0.20S-2.OE +1.40D +1.40D 11-12 -0.005856k 0.0 ft -0.002733 k-ft 0.0ft -0.01366 k 0.0 ft Min +0.7028D+2.0E +1.40D +1.40D 12-13 0.006343k 0.0 ft 0.001601 k-ft 0.6367 ft 0.01480 k 1.30 ft Max +1.397D+0.20S-2.0E +1.40D +1.40D 12-13 -0.006343k 0.0 ft -0.003207 k-ft 1.30ft -0.01480 k 0.0 ft Min +1.397D+0.20S+2.OE +1.40D +1.40D 13-14 0.005856k 1.20 ft 0.001365 k-ft 0.6122ft 0.01366 k 1.20 ft Max +1.397D+0.20S+2.0E +1.40D +1.40D 13-14 -0.005856k 1.20 ft -0.002733 k-ft 0.0 ft -0.01366 k 0.0 ft Min +1.397D+0.20S-2.0E +1.40D +1.400