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 14-15 0.005856k 0.0 ft 0.001365 k-ft 0.5878 ft 0.01366 k 1.20 ft Max +1.397D+0.20S-2.OE +1.40D +1.40D 14-15 -0.005856k 0.0 ft -0.002733 k-ft 0.0 ft -0.01366 k 0.0 ft Min +1.397D+O.20S+2.OE +1.40D +1.40D 15-16 0.005856k 0.0 ft 0.001365 k-ft 0.5878 ft 0.01366 k 1.20 ft Max +1,3970+0.20S-2.0E +1.40D +1.40D 15-16 -0.005856k 0.0 ft -0.002733 k-ft 1.20 ft -0.01366 k 0.0 ft Min +1.397D+0.20S+2.OE +1.40D +1.40D 16-17 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 16-17 -0.006343k 0.0 ft -0.003207 k-ft 1.30 ft -0.01480 k 0.0 ft Min +1.397D+0.20S+2.OE +1.400 +1.40D 17-18 0.006343 k 1.30 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 17-18 -0.006343k 1.30 ft -0.003207 k-ft 1.30 ft 0.01480 k 0.0 ft Min +0.7028D-2.0E +1.40D +1.40D 18-19 0.005859k 1.20 ft 0.002305 k-ft 0.7592 ft 0.01025 k 1.20 ft Max +1.397D+0.20S+2.0E +1.40D +1.40D 18-19 -0.005858k 1.20 ft -0.004099 k-ft 0.0 ft -0.01708 k 0.0 ft Min +0.7028D-2.0E +1.40D +1.40D 19-20 31.545k 0.0 ft 0.1875 k-ft 6.327ft 0.06051 k 0.0 ft Max +1.3970+0.20S-2.OE +1.397D+0.20S+2.0E +1.397D+0.20S-2,OE 19-20 -30.470k 12.40 ft -0.1875 k-ft 6.327 ft -0.06051 k 0.0 ft Min +0.7028D+2.0E +1.397D+0.20S-2.OE +1.397D+0.20S+2.OE 19-9 45.779k 0.0 ft -0.001055 k-ft 0.3402 ft 0.1871 k 0.0 ft Max +0.7028D-2.OE +0.7028D+2.0E +1.397D+0.20S-2.0E 19-9 -47.637k 16.669 ft -0.7793 k-ft 8.164 ft -0.1871 k 16.669 ft Min +1.397D+0.20S+2.OE +1.397D+0.20S-2.OE +1.3970+0.20S-2.0E 2-4 22.374k 18.250 ft 0.9879 k-ft 18.250 ft 1.542 k 0.0 ft Max +1.397D+0.20S-2.0E +0.7028D+2.OE +1.20D+1.60S-0.50W 2-4 -22.374k 18.250 ft -7.269 k-ft 9.311 ft -1.452 k 18.250 ft Min +1.397D+0.20S+2.OE +1.20D+1.60S-0.50W +1.20D+1.60S4-0.50W 20-21 0.1041k 0.0 ft 0.1419 k-ft 0.10 ft 1.420 k 0.10 ft Max +0.7028D+2.OE +1.397D+0.20S-2.OE +1.397D+0.20S+2.OE 20-21 -0.1577k 0.10 ft -0.1419 k-ft 0.10 ft -1.420 k 0.10 ft Min +1.397D+0.20S-2.0E +0.7028D+2.0E +0.7028D-2.OE 21-23 1.420k 0.0 ft 0.1419 k-ft 0.0 ft 0.1577 k 0.0 ft Max +1.397D+0.20S+2.OE +0.7028D-2.0E +1.397D+0.20S-2.OE 21-23 -1.420k 0.0 ft -0.1419 k-ft 0.0 ft -0.1577 k 1.20 ft Min +0.7028D-2.0E +1.397D+0.20S+2.0E +1.397D+0.20S+2.OE 22-23 0.3344k 0.0 ft 0.1714 k-ft 6.122ft 0.05487 k 0.0 ft Max +1.397D+0.20S-2.OE +1.397D+0.20S+2.0E +1.397D+0.20S-2,0E 22-23 -0.1577k 12.50 ft -0.1714 k-ft 6.122 ft -0.05487 k 0.0 ft Min +1.397D+0.20S+2.OE +1.397D+0.20S-2.OE +1.397D+0.20S+2.0E 3-4 0.9713k 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.OE 3-4 -1.114 k 12.50 ft -0.1714 k-ft 6.122ft -0.05487 k 0.0 ft Min +1.397D+0.20S+2.0E +1.397D+0.20S-2.OE +1.397D+0.20S+2.0E 4-5 24.224k 1.550 ft 0.9879 k-ft 0.0 ft 0.6571 k 0.0 ft Max +1.397D+0.20S-2.0E +0.7028D+2.OE +0.7028D+2.OE 4-5 -24.224k 1.550 ft -1.891 k-ft 0.0 ft -1.271 k 1.550 ft Min +1.397D+0.20S+2.OE +1.397D+0.20S-2.OE +1.3970+0.20S-2.0E 5-7 26.510k 1.860 ft 2.478 k-ft 1.860ft 0.6176 k 0.0 ft Max +1.397D+0.20S-2.0E +1.397D+0.20S-2.0E +0.7028D+2.0E 5-7 -26.510k 1.860 ft -1.105 k-ft 1.860ft -1.393 k 1.860 ft Min +1.397D+0.20S+2.0E +0.7028D+2.OE +1.397D+0.20S-2.OE