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Chapter 8: Bending
M8.18: Timber Beam Reinforced with CFRP
Maximum Moment in Timber Beam
State the Problem
Plan the Solution
Table of Contents
Maximum Moment in Timber Beam
Modular Ratio n
Transformed Section Properties
Moment Based on Wood Stress
Moment Based on CFRP Stress
Controlling Moment
Distribution of Bending Stress
Finished
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First we will compute the allowable moment capacity of the existing timber beams.
