ㄴㄴㅁㅁㅁㅁ 고유 I 0.25M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the end moments that can safely be carried by a UC 254 x 254 x 107 in S355 steel, assuming that these are in the ratio 1: 0.25 and they produce bending about the section's major axis. Take the member length as 3 m and allow for the presence of a 450 kN compressive load. (Calculate the cross-section strength only.)
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