Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Determine the horizontal.
and vertical components of
the deflection at joint B of
the truss shown by the
virtual work method.
35 kN
L
4m
D
84 kN
3m
EA = constant
E = 200 GPa
A= 1,200 mm²
4m
1
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- Solve using Virtual Work Method refer to the truss shown below. The A and B are hinge support.arrow_forwardProb 02: Use method of virtual work and determine the horizontal deflection at C. Assume the members are pin connected at their points. AE is constant 800 Ibs 8 ft 800 Ibs D B 8 ft E -8 ftarrow_forwardUsing either Virtual Method or Castigliano Theorem, compute the slope and deflection at point B of the steel beam. Use E = 200 GPa & I = 60 x 106 mm4. Support C is fixed-supported and A is free-end.arrow_forward
- For the beam and loading shown, determine (a) the deflection at point C, (b) the slope at end A.arrow_forwardDetermine static indeterminacy of beamarrow_forwardDetermine the deflection (mm) at midspan of the given beam below. Use virtual work or Castigliano's Theorem. I =46(10^6) mm^4 E = 200 Gpaarrow_forward
- Determine the horizontal and vertical components of deflection at joint B using the work methodvirtual. EA constant. E = 200GPa , A = 1200 mm². Please type answer note write by hend.arrow_forwardDetermine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. Use Castigliano's Second Theorem for the solution.arrow_forward
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