SE Exam Practice Questions - NCEES PE Structural Engineering (SE) Exam

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A W14×68 steel column (A992, Fy = 50 ksi) has an unbraced length of 20 ft with pinned ends (K = 1.0). The weak-axis radius of gyration ry = 2.46 in. What is the slenderness ratio KL/r for weak-axis buckling?

65.0 81.3 97.6 113.8

Correct Answer:

97.6

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