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A rig is to be constructed, which will consist of a 10m long elastic beam, simply supported at both ends, as shown in Figure 1. The first simply supported beam is subjected to the concentrated loads and the second beam is subjected to the distribution and point loads. Determine the distribution of shear force. Calculate the bending moments, due to bending in the simply supported beam.

A rig is to be constructed, which will consist of a 10m long elastic beam, simply supported at both ends, as shown in Figure 1. The first simply supported beam is subjected to the concentrated loads and the second beam is subjected to the distribution and point loads. Determine the distribution of shear force. Calculate the bending moments, due to bending in the simply supported beam.

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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A rig is to be constructed, which will consist of a 10m long elastic beam, simply supported at both ends, as shown in Figure 1. The first simply supported beam is subjected to the concentrated loads and the second beam is subjected to the distribution and point loads. Determine the distribution of shear force. Calculate the bending moments, due to bending in the simply supported beam. 500N 1000N 2000N | 500N 2m Im Im Im Im 4m Figure 3: SSB with point loads 80 (KN) UDL: 10 (KN/m) 2 (m) 7 (m) Figure 4: SSB with the combination of point and distribution load
Transcribed Image Text:A rig is to be constructed, which will consist of a 10m long elastic beam, simply supported at both ends, as shown in Figure 1. The first simply supported beam is subjected to the concentrated loads and the second beam is subjected to the distribution and point loads. Determine the distribution of shear force. Calculate the bending moments, due to bending in the simply supported beam. 500N 1000N 2000N | 500N 2m Im Im Im Im 4m Figure 3: SSB with point loads 80 (KN) UDL: 10 (KN/m) 2 (m) 7 (m) Figure 4: SSB with the combination of point and distribution load
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