What would be the percent change in deflection if a solid

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Reference no: EM13623673

1. What would be the percent change in deflection if a solid rectangular beam has its unsupported length changed from 30 inches to 36 inches? What does this tell you about the importance of unsupported beam length in structural design?

2. Is the Modulus of Elasticity indicative of what the failure load of a beam would be? Why?

Reference no: EM13623673

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