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For the same moment, a glue-laminated beam would require a section modulus of what proportion...

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For the same moment, a glue-laminated beam would require a section modulus of what proportion relative to a sawn timber beam? (Assume Fᵦ of the glue-laminated beam is 2,400 psi and Fᵦ of the sawn lumber beam equals 1,200 psi.)

A.

The same

B.

1/2

C.

3/4

D.

2

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