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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
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: Analyze the continuous beam shown in Figure using three moment equation. Draw the shear and bending moment diagram. Assume the following support settlements : A = 1.00 in., B = 3.00 in., C = 1.50 in. and D = 2.00 in. and 1= 3200 in 4 Given that: E = 29x106 psi Show complete solution. 40 k 70 k 30 k A B 11 C 10 ft 10 ft 15 ft 15 ft- -30 ft -30 ft- -40 ft- -20 ft- -30 ft- D
Transcribed Image Text:Problem: Analyze the continuous beam shown in Figure using three moment equation. Draw the shear and bending moment diagram. Assume the following support settlements : A = 1.00 in., B = 3.00 in., C = 1.50 in. and D = 2.00 in. and 1= 3200 in 4 Given that: E = 29x106 psi Show complete solution. 40 k 70 k 30 k A B 11 C 10 ft 10 ft 15 ft 15 ft- -30 ft -30 ft- -40 ft- -20 ft- -30 ft- D
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