3. (a) (b) Calculate the vertical deflection at joint U3 on the truss shown below. AE = 84.5 x 10³ KN for all members. I
Posted: Sun Jul 10, 2022 11:47 am
3. (a) (b) Calculate the vertical deflection at joint U3 on the truss shown below. AE = 84.5 x 10³ KN for all members. If the 40 kN vertical load were at joint U3 instead of joint U₂, what would be the vertical deflection be at joint U₂? T 3.25m 3.25m U₁ I FOL 7.8m 40RN U₂ La 7.8m U3