Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system below. Assume A = 1200 mm2, E = 200 GPa. Use a = 23.1 kN and b = 16.3 kN. Enter absolute value only. %3D %!

Q: QUESTION I - TRUSS For the truss shown below, determine the horizontal deflection of joint B by…

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Q: Use Castigliano's theorem to determine the vertical displacement of joint A for the truss shown in…

A: A = 600 mm2 E = 200 kN/mm2

Q: Determine the vertical displacement of joint C of the truss. Each member has a cross sectional area…

A: Here we are provided with a truss structure.Both joints, joint C and joint D are hinged support.As…

Q: Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE…

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Q: deflection of beam by castigliano's method. pls show complete solution and fbd.

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Q: Virtual Works - Frame Determine the slope at A. Take E = 29(10³) ksi. The moment of inertia of each…

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Q: 1. Find the force in members AB, BC, BD and CD. 2. Find the absolute vertical displacement of joint…

A: Given: EA= 2000 k for members AB, BC and BD.            EA= 4000 k for member CD           alpha =…

Q: Compute the deflection at C using conjugate beam method. Assume EI to be constant, E = 200GPa, I =…

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Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

Q: determine the slope and defelction at A and C of the beam in the figure using virtual work method.…

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Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional…

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Q: Compute the vertical and horizontal components of displacement of joint C produced by the loads. The…

A: ∑Fx=0HD=120 Kθ= tan-12015θ=53.13° A7=A4=A2= 5 in2A1=A3=A5=L6= 3 in2L1=30', L2=25', L3=15', L4=25',…