DEFLECTIONSMethod of Virtual WorkHw.21The L-shaped frame is made from two segments, each of length L andflexural stiffness EI. If it is subjected to the uniform distributed load, -determine the horizontal displacement of the end C, and the verticaldisplacement of point B. Use the method of virtual work.Hw.22

Using the virtual method: The Free body diagram after applying unit load and unit moment at the…

DEFLECTIONS R Method of Virtual Work Hw.21 The L-shaped frame is made from two segments, each of length L and flexural stiffness EI. If it is subjected to the uniform distrbuted load, determine the horizontal displacement of the end C, and the vertical displacement of point B. Use the method of virtual work.

DEFLECTIONS R Method of Virtual Work Hw.21 The L-shaped frame is made from two segments, each of length L and flexural stiffness EI. If it is subjected to the uniform distrbuted load, determine the horizontal displacement of the end C, and the vertical displacement of point B. Use the method of virtual work.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the deflection at point D in mm. Using Moment Area Method.Let P =31 kN.EI = 14220 kNm^2
Solve Problems by the moment-areamethod. EI is constant unless otherwise noted. Compute the horizontal deflection at D and verti- cal deflection at B in Figure P7.21. The elastomeric pad at C acts as a roller.
Determine the horizontal deflection at C using the virtual work method. Determine the horizontal deflection at C using the Castiliagno’s 2nd
Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5m
Moment Area Method Using the moment area method, determine the deflection y C at point C. EI = constant for the whole beam.
Q1) Obtain the deflection (VD) and the rotation (θD) at point D by using "Cantilever Beam Method".
In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN
If point B settles by 2mm, determine the reaction of the beam shown. Assume EI is constant withE=200GPa and I =400x106mm4. (Use either Three Moment Equation or Slope Deflection Method)
A force F having a magnitude of F = 100 N actsalong the diagonal of the parallelepiped. Determine themoment of F about the point A, using MA = rB x F andMA = rC x F.
Use the " Double Integration Method" Calculate the maximum deflection if El = 400 000 kNm^2 Note: The moment is acting 2m from the free end. *Please show neat solutions
(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .