Problem: Analyze the continuous beam shown in Figure using three momentequation. Draw the shear and bending moment diagram. Assume the followingsupport settlements :A = 1.00 in., B = 3.00 in., C = 1.50 in. and D = 2.00 in.and 1= 3200 in 4Given that: E = 29x106 psiShow complete solution.40 k70 k30 kAB11C10 ft 10 ft15 ft 15 ft--30 ft-30 ft--40 ft--20 ft--30 ft-D

Answered: Image /qna-images/answer/19c1dd89-d1c5-44e5-a5b4-aa2ac4605e1d.jpg

Problem: Analyze the continuous beam shown in Figure using three moment equation. Draw the shear and bending moment diagram. Assume the following support settlements : D=2.00 in. A = 1.00 in., B = 3.00 in., C = 1.50 in. and Given that: E = 29x105 psi and 1= 3200 in¹ Show complete solution. 40 k 70 k 30 k B D 15 ft 15 ft -30 ft -30 ft- - 40 ft 10 ft 10 ft -20 ft- 30 ft-

Problem: Analyze the continuous beam shown in Figure using three moment equation. Draw the shear and bending moment diagram. Assume the following support settlements : D=2.00 in. A = 1.00 in., B = 3.00 in., C = 1.50 in. and Given that: E = 29x105 psi and 1= 3200 in¹ Show complete solution. 40 k 70 k 30 k B D 15 ft 15 ft -30 ft -30 ft- - 40 ft 10 ft 10 ft -20 ft- 30 ft-

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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