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2.5 k/ft 10 k 35 k-ft B C -5 ft+15 ft 10 ft

2.5 k/ft 10 k 35 k-ft B C -5 ft+15 ft 10 ft

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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Draw the shear and bending moment diagrams for the beams below. Label all key Points.

The diagram illustrates a beam supported at points B and C, with various loads applied along its length. Here's a detailed explanation of the setup: - **Beam and Supports:** - The beam is horizontal, with supports at points B and C. - Support B is located 5 feet from the left end (point A). - Support C is positioned 20 feet from point B, or 15 feet from the left end (A). - **Loads and Forces:** - A uniform distributed load of 2.5 kips per foot (k/ft) acts between points A and D. - Point D, located 30 feet from point A, is subjected to a clockwise moment of 35 kip-feet (k-ft). - Additionally, there is a concentrated load of 10 kips (k) applied at point D. - **Distances:** - The entire length between points A and D is divided into three segments by supports B and C: - 5 feet from A to B - 15 feet from B to C - 10 feet from C to D This setup typically represents a common problem in analyzing statically determinate beams in structural engineering, where the goal is to determine reactions at the supports and internal forces within the beam.
Transcribed Image Text:The diagram illustrates a beam supported at points B and C, with various loads applied along its length. Here's a detailed explanation of the setup: - **Beam and Supports:** - The beam is horizontal, with supports at points B and C. - Support B is located 5 feet from the left end (point A). - Support C is positioned 20 feet from point B, or 15 feet from the left end (A). - **Loads and Forces:** - A uniform distributed load of 2.5 kips per foot (k/ft) acts between points A and D. - Point D, located 30 feet from point A, is subjected to a clockwise moment of 35 kip-feet (k-ft). - Additionally, there is a concentrated load of 10 kips (k) applied at point D. - **Distances:** - The entire length between points A and D is divided into three segments by supports B and C: - 5 feet from A to B - 15 feet from B to C - 10 feet from C to D This setup typically represents a common problem in analyzing statically determinate beams in structural engineering, where the goal is to determine reactions at the supports and internal forces within the beam.
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On the bending moment, between A and B...what is that? 2 raised to an exponent? 

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