Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:1. Find the deflection at 3 m from left support by area-moment method.
1 kN/m
تسلیم
A
3m
B
1m
1m
2 KN.m
D
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- 1. Calculate the values of the reactions, slope at C, and deflection at B. Use E = 200 Gpa and I = 140 x 106mm4. 40 KN 6m B 3m C AHarrow_forwardDetermine the moment near the supports of the beams slope deflection method. 60KN 50KN 15 KN/m 15KN/m 20 KN/m 1.2 m I 3.0 m 1.0 m| 2.20 m 10.8m 3.2 m 1 1.4 m 1.6m I 1.6marrow_forwardProvide complete solutionarrow_forward
- Kindly answer clearly and complete. thanksarrow_forwardDetermine the deflection at B, slope at A and C if El=constant. Use E=200GPA and 1=4500x106mm², using Virtual Work method 60 kN-m 8 kN/m 5m B 50 KN ↓ 3 m C 12 kN/m - 2m +3m D 3 m Earrow_forwardQ3: Determine the horizontal deflection at "C" of the loaded frame below using the virtual work method. Assume El is constant for all members. w = 20 kN/m B 6 m 4 marrow_forward
- Indicate the negative sign (-) if the answer is downward. Provide complete solutions. Write legibly. Determine the deflection at the midspan of AB Use E = 200 GPa; I = 300x10° mmª. 26 kN/m 8 kN 10 kN/m 35 kN-m 20 kN-m B 8 m 2.5 m 2.5 marrow_forwardDetermine the maximum Deflection. using moment area method. P = 45.0 kN, a = 1.4m, b = 2.2m A A P B 0arrow_forwardUsing moment area method.arrow_forward
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