2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#7673-220426 REVISION Project Descr: 2-D Ft'alll@ File:7673-220426 vs3.ec6 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 3-4 0.8989 0.0 0.0 -2.587 0.0 0.0 Min +0.90D+W +1.40D +1.40D +1.20D+1.60S+0.50W +1.40D +1.40D 4-5 29.638 1.550 2.286 0.0 -0.1337 0.0 Max +1.20D+0.20S+2.0E +1.20D+0.20S+2.0E +1.20D+0.20S+2.OE +1.40D +1.20D +1.40D 4-5 0.0 0.2602 0.3052 -32.155 -1.40 0.0 Mitt +1.40D +1.20D +1.20D +1.20D+0.20S+2.0E +1.20D+0.205+2.0E +1.40D 5-7 32.155 1.40 0.0 0.0 0.04794 2.437 Max +1.20D+0.20S+2.0E +1.20D+0.205+2.0E +1.20D+W +1.40D +1.20D+1.60S +1.20D+0.205+2.0E 5-7 0.0 0.1337 0.0 -35.176 -1.229 0.1075 Min +1.40D +1.20D +1.20D+1.60S +1.20D+0.20S+2.0E +0,90D+2.0E +1.20D 6-7 1.715 0.0 0.0 1.503 0.0 0.0 Max +1.20D+1.605 +1.40D +1.40D +0.90D+2.0E +1.40D +1.40D 6-7 -1.503 0.0 0.0 -1.715 0.0 0.0 Min +0.90D+2.OE +1.40D +1.40D +1.20D+1.605 +1.40D +1.40D 7-10 35.176 1.667 -0.1075 0.0 11.998 -3.775 Max +1.20D+0.20S+2.0E +1.20D+1.60S +1.20D +1.40D +1.20D+1.605+0.50W +0.90D+W 7-10 0.0 -0.2748 -2.437 -57.912 3.695 -13.233 Min +1.40D +0.90D+2.0E +1.20D+0.20S+2.0E +1.20D+0.20S+2.0E +0.90D+W +1.20D+0.20S+2.0E 8-11 .0000040 0.0 0.0 0.0 0.0 0.0 Max +0.90D+2.0E +0.90D+2.0E +1.40D +1.20D+1.60S +1.20D+1.60S +0.90D+2.0E 8-11 0.0 0.0 0.0 -.0000040 0.0 0.0 Min +1.20D+1.60S +1.20D+1.605 +1.40D +0.90D+2.0E +0.90D+2.0E +1.20D+1.60S 8-20 2.751 0.0 0.0 61.041 0.0 0.0 Max +1.20D+1.60S +1.20D+0.20S+2.0E +1.40D +0.90D+2.0E +1.20D+0.505 +1.40D 8-20 -61.041 0.0 0.0 -2.751 0.0 0.0 Min +0.90D+2.0E +1.20D+0.50S +1.40D +1.20D+1.60S +1.20D+0.20S+2.0E +1.40D 8-9 11.912 -0.00220 0.0 35.763 2.814 -0.02597 Max +1.20D+1.60S +1.20D +1.40D +0.90D+2.0E +1.20D+0.20S+2.0E +1.20D 8-9 -35.763 -2.814 0.0 -11.912 0.00220 -33.204 Min +0.90D+2.0E +1.20D+0.20S+2.0E +1.40D +1.20D+1.60S +1.20D +1.20D+0.20S+2.0E 9-10 14.066 47.435 33.204 -4.517 -0.03709 0.0 Max +1.20D+1.60S+0.50W +1.20D+0.205+2.0E +1.20D+0.20S+2.0E +0.90D+W +1.20D +1.40D 9-10 4.517 0.03709 0.02597 -14.066 -47.435 0.0 Min +0.90D+W +1.20D +1.20D +1.20D+1.60S+0.50W +1.20D+0.205+2.0E +1.40D 9-20 9.559 0.0 0.0 1.791 0.0 0.0 Max +0.90D+2.0E +1.40D +1.40D +1.20D+1.60S +1.40D +1.40D 9-20 -1.791 0.0 0.0 -9.559 0.0 0.0 Min +1.20D+1.60S +1.40D +1.40D +0.90D+2.0E +1.40D +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 -0.4404k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max +0,90D+2.OE 1-2 -1.799k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min +1.20D+1.60S 10-21 0,09189k 0.0 ft 13.233 k-ft 0.0 ft 3.264 k 0.0 ft Max +1.20D+1.60S +1.20D+0.20S+2.OE +1.20D+0.20S+2.0E 10-21 -28.585k 11.140 ft -17.207 k-ft 11.140 ft -0.2926 k 11.140 ft Min +0.90D+2.0E +0.900+2.0E +1.20D+1.60S 11-12 0.0k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max 11-12 0.0k 0.O ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min 12-13 0.0k 0.0 ft 0.0k-ft 0.0ft 0.0k 0.0 ft Max