A & B reactions? w = w =200 lb/ft 440 Ib/ft 12'
MATLAB: An Introduction with Applications
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Author:Amos Gilat
Publisher:Amos Gilat
Chapter1: Starting With Matlab
Section: Chapter Questions
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
Transcribed Image Text:### Beam Analysis for Reactions at Supports
**Problem Statement:**
Determine the reactions at supports A and B for the beam.
**Beam Description:**
The beam is supported at two ends, indicated by points A and B. The length of the beam is 12 feet.
**Load Distribution:**
- The beam is subjected to a varying distributed load.
- The load intensity starts at 200 pounds per foot (lb/ft) on the left side and increases linearly to 440 pounds per foot (lb/ft) on the right side.
**Reactions at Supports:**
To find the reactions at supports A and B, analyze the beam for static equilibrium. Consider calculating the total load on the beam by integrating the varying load distribution and then applying the conditions of static equilibrium:
1. Sum of vertical forces = 0
2. Sum of moments around any point = 0
By solving these equations, determine the reactions at supports A and B.
Expert Solution
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Step 1
Here Suppose
Reaction at A = RA
Reaction at B = RB
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