- 3 A B Calculate The Vertical Deflection At Joint U3 On The Truss Shown Below Ae 84 5 X 10 Kn For All Members I 1 (121.55 KiB) Viewed 52 times
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
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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
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