2. Using the "Effects Overlay" of the original beam, using isostatic sub-beams and simulating them separately, the final
Posted: Fri Jul 08, 2022 5:50 am
2. Using the "Effects Overlay" of the original beam, using isostatic sub-beams and simulating them separately, the final deflection result of the sum of the 3 statically determined beams should be equal to the original beam deflection . Simulate the two overlapping beams separately.
The carbon steel beam with a modulus of elasticity
E = 200 GPa
W = 2.5 ton/m
P = 10 ton and it is at 1/4 L
L = 20 m
P L GO L/2 W
The carbon steel beam with a modulus of elasticity
E = 200 GPa
W = 2.5 ton/m
P = 10 ton and it is at 1/4 L
L = 20 m
- 2 Using The Effects Overlay Of The Original Beam Using Isostatic Sub Beams And Simulating Them Separately The Final 1 (55.63 KiB) Viewed 48 times