Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear if the cross section is a wide flange. Take E=200Gpa, I=150(10^6)mm^4, G=75Gpa, and assume AC has a cross section web area of A=2.50(10^3)mm^2. Use the method of virtual work 34. Determine the slope and displacement at point B.Assume the support at A is a pin and C is a roller. Take200 GPa, I 150(106) mm². Use the method of virtualwork.=E8-35. Solve Prob. 8-34 using Castigliano's theorem.*8-36. Determine the slope and displacement at point B.Assume the support at A is a pin and C is a roller. Account forthe additional strain energy due to shear if the cross section isa wide flange. Take E 200 GPa, I = 150(106) mm¹,G = 75 GPa, and assume AC has a cross-sectional web areaof A = 2.50(10³) mm². Use the method of virtual work.A2 m16 kN/mB4 mProbs. 8-34/35/368-39. Use the method of virtual wodisplacement of point C of theE = 29(10³) ksi, / = 245 in.*8-40. Use the method of virtual wslope at point A of the beam made ofI 245 in¹.8-41. Solve Prob. 8-40 using Castig8k-5 ft-5 ft-Probs. 8-39/40/4

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Answered: Determine the slope and displacement at…

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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Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear if the cross section is a wide flange. Take E=200Gpa, I=150(10^6)mm^4, G=75Gpa, and assume AC has a cross section web area of A=2.50(10^3)mm^2. Use the method of virtual work

34. Determine the slope and displacement at point B.
Assume the support at A is a pin and C is a roller. Take
200 GPa, I 150(106) mm². Use the method of virtual
work.
=
E
8-35. Solve Prob. 8-34 using Castigliano's theorem.
*8-36. Determine the slope and displacement at point B.
Assume the support at A is a pin and C is a roller. Account for
the additional strain energy due to shear if the cross section is
a wide flange. Take E 200 GPa, I = 150(106) mm¹,
G = 75 GPa, and assume AC has a cross-sectional web area
of A = 2.50(10³) mm². Use the method of virtual work.
A
2 m
16 kN/m
B
4 m
Probs. 8-34/35/36
8-39. Use the method of virtual wo
displacement of point C of the
E = 29(10³) ksi, / = 245 in.
*8-40. Use the method of virtual w
slope at point A of the beam made of
I 245 in¹.
8-41. Solve Prob. 8-40 using Castig
8k
-5 ft-5 ft-
Probs. 8-39/40/4

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