A sawn-lumber column of 5.0 × 7.5-in. cross section has an effective length of 8.5 ft. The grade of wood used has an adjusted allowable stress for compression parallel to the grain σ = 1180 psi and an adjusted modulus E = 440 × 103 psi. Using the allowable- stress method, determine the largest eccentric load P that can be applied when e = 0.7 in. (Round the final answer to two decimal places.) 5.0 in. 7.5 in. D The largest eccentric load P that can be applied is kips.

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A sawn-lumber column of 5.0 × 7.5-in. cross section has an effective length of 8.5 ft. The grade of wood used has an adjusted
allowable stress for compression parallel to the grain σ = 1180 psi and an adjusted modulus E = 440 × 103 psi. Using the allowable-
stress method, determine the largest eccentric load P that can be applied when e = 0.7 in. (Round the final answer to two decimal
places.)
5.0 in.
7.5 in.
D
The largest eccentric load P that can be applied is
kips.
Transcribed Image Text:A sawn-lumber column of 5.0 × 7.5-in. cross section has an effective length of 8.5 ft. The grade of wood used has an adjusted allowable stress for compression parallel to the grain σ = 1180 psi and an adjusted modulus E = 440 × 103 psi. Using the allowable- stress method, determine the largest eccentric load P that can be applied when e = 0.7 in. (Round the final answer to two decimal places.) 5.0 in. 7.5 in. D The largest eccentric load P that can be applied is kips.
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