7. The equations for the strength of a compression member given in section E2 of

ID: 1732743 • Letter: 7

Question

7. The equations for the strength of a compression member given in section E2 of the specification apply: A. only to compact members B.only to non-compact members c to both compact and non-compact members D. to all members s. Non-compactness in a beam results in: A. a lower value of Mp B. a lower value of M, C. both of the above D. none of the above 9. In the case of a beam bent about its weak-axis: A. lateral-torsional buckling is always the governing limit state B. lateral-torsional buckling might be the governing limit state C. lateral-torsional buckling is the governing limit state for lateral loads only D. lateral-torsional buckling is not a limit state

Explanation / Answer

7. The equations for the strength of a compression member given in

Answer: A. only to compact members

8. Non-compactness in a beam results in

Answer: B. alower value of Mr

9. In case of a beam bent about its weak axis

Answer: D. lateral torsional buckling is not a limit state

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7. The equations for the strength of a compression member given in section E2 of

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