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. Given that: E = 29x10 psi and 1= 3200 inª Show complete solution. A 40 k B 15 ft--15 ft- -30 ft- -30 ft- -40 ft 70 k 30 k 10 ft 10 ft -20 ft- -30 ft- D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
Given that: E = 29x10 psi and 1= 3200 inª
Show complete solution.
40 k
15 ft--15 ft-
-30 ft-
B
-30 ft-
40 ft-
70 k
30 k
10 ft 10 ft
-20 ft-
30 ft-
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. Given that: E = 29x10 psi and 1= 3200 inª Show complete solution. 40 k 15 ft--15 ft- -30 ft- B -30 ft- 40 ft- 70 k 30 k 10 ft 10 ft -20 ft- 30 ft-
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