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3. For simple beam (a-b) presented in Fig. 3, calculate the reactions at the two supports under the applied load. 30 kN.m -2m- Fig. 3 -3.5m- 4. For simple beam (a-b) presented in Fig. 4, calculate the reactions at the two supports under the applied load. -4m- Fig. 4 15//2 45° 2m-

3. For simple beam (a-b) presented in Fig. 3, calculate the reactions at the two supports under the applied load. 30 kN.m -2m- Fig. 3 -3.5m- 4. For simple beam (a-b) presented in Fig. 4, calculate the reactions at the two supports under the applied load. -4m- Fig. 4 15//2 45° 2m-

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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3. For simple beam (a-b) presented in Fig. 3, calculate the reactions at the two supports under the applied load. 30 kN.m 2m. 3.5m- Fig. 3 4. For simple beam (a-b) presented in Fig. 4, calculate the reactions at the two supports under the applied load. -4m. Fig. 4 15//2 45⁰ 2m- b
Transcribed Image Text:3. For simple beam (a-b) presented in Fig. 3, calculate the reactions at the two supports under the applied load. 30 kN.m 2m. 3.5m- Fig. 3 4. For simple beam (a-b) presented in Fig. 4, calculate the reactions at the two supports under the applied load. -4m. Fig. 4 15//2 45⁰ 2m- b
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