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Select a structural-steel wide-flange beam to carry the load shown in the figure below. S, = 22,000 psi and S, =14,500 psi. 10. 6500 lbs - 1750 lbs/ft 18'-0 A B

Select a structural-steel wide-flange beam to carry the load shown in the figure below. S, = 22,000 psi and S, =14,500 psi. 10. 6500 lbs - 1750 lbs/ft 18'-0 A B

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 Statement: **Question 10:** Select a structural-steel wide-flange beam to carry the load shown in the figure below. Given: - \( S_b = 22,000 \, \text{psi} \) - \( S_s = 14,500 \, \text{psi} \) ### Diagram Explanation: The diagram depicts a structural beam system with the following components: - **Beam AB**: The beam spans between two points, labeled A and B. - **Length**: The total length of the beam from A to B is 18 feet. - **Distributed Load**: There is a uniformly distributed load of 1750 lbs/ft acting over the entire span of the beam, from point A to just before point B. - **Concentrated Load**: There is a single concentrated load of 6500 lbs applied at point B, 6 feet from the end of the distributed load on the beam. This setup requires selecting an appropriate wide-flange beam that can withstand the given loads without exceeding the stress values provided: \( S_b = 22,000 \, \text{psi} \) for bending stress and \( S_s = 14,500 \, \text{psi} \) for shear stress.
Transcribed Image Text:### Problem Statement: **Question 10:** Select a structural-steel wide-flange beam to carry the load shown in the figure below. Given: - \( S_b = 22,000 \, \text{psi} \) - \( S_s = 14,500 \, \text{psi} \) ### Diagram Explanation: The diagram depicts a structural beam system with the following components: - **Beam AB**: The beam spans between two points, labeled A and B. - **Length**: The total length of the beam from A to B is 18 feet. - **Distributed Load**: There is a uniformly distributed load of 1750 lbs/ft acting over the entire span of the beam, from point A to just before point B. - **Concentrated Load**: There is a single concentrated load of 6500 lbs applied at point B, 6 feet from the end of the distributed load on the beam. This setup requires selecting an appropriate wide-flange beam that can withstand the given loads without exceeding the stress values provided: \( S_b = 22,000 \, \text{psi} \) for bending stress and \( S_s = 14,500 \, \text{psi} \) for shear stress.
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