Determine the vertical displacement of joint E of the truss. Each member has a cross-sectional area of A= 2000mm2 E = 200000 MPa. Use the method of virtual work. 400 kNB.800 kN6 m3 mFA3 m6 mE6 m200 kN200 kN

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Answered: Determine the vertical displacement of…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem 2. Use virtual work method and determine the following unknowns on the truss system shown below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. %3D a. Horizontal displacement of joint G due to the applied loads in mm b. Horizontal displacement of joint G considering that the top chord members experience 60 °C increase in temperature in mm. Use a = 10/ °C A=40.0 70 kN B=5.0 "a" kN C=9.0 50 kN "a" kN "c" m D 4 at "b" m
Use the method of virtual work and determine the vertical and horizontal displacement of joint F of the truss. Each steel member has a cross-section area of 300 mm2, E = 200 GPa. 60 kN E 2 m A B 2 m 2 m 2 m
Determine the horizontal displacement of joint C using Castigliano's theorem. Each steel member has a cross-sectional area of 500 mm 2 E= 200 GPa 8 KN C 2 m D 18 KN 1.5 m B
For the beam and loading shown, determine the deflection of point A. Use virtual work or Castigliano's Theorem. E = 29 x 10^6 psi I = 39.6 in^4
helpppp
Use Virtual Work Method AE Constant for all truss members. Solve for the horizontal displacement at joint A.
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. TakeA = 130 mm2, and E= 200 GPa for each member. Use the method of virtual work to solve this problem. Determine the horizontal displacement of joint D measured leftward. 8 kN 3 m 3 m 4 m C B
Analyze the Structure given in Figure (Picture Attached) and determine the forces in each member of truss by Methods of Sections. State whether members are in tension or compression. P1= 720KN P2= 360KN
Consider the steel truss shown to answer Parts A, B, and C below, where P1 = 36 kN and P2 = 46 kN . The cross-sectional area of each member is A = 400 mm2 , E = 300 GPa, and ΔDh = 3.08 mm ΔEv = ____ mm
P = 54 a = 2 Use Castigliano's Method for trusses
Please solve the problem using Castigliano's Theorem.
Problem 2: For the beam given below: (a) Calculate all support reactions. (b) Draw the shear diagram. Show all important values of shear. Show the sign convention within each region. (c) Draw the moment diagram. Show all important values of moment. Show the sign conventions within each region (concavity: smiley face, sad face, etc.) (d) Sketch the deflected shape. Show supports in your sketch. For your solution, let w = 2 kips/ft and L = 20 ft. A L 22 B L W C

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