a) Determine the ultimate moment capacity of the section if lateral support provided at the ends only? b) Is the section adequate?
a) Determine the ultimate moment capacity of the section if lateral support provided at the ends only? b) Is the section adequate?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer the problem below, using NSCP 2015 thank you very much, Asap

Transcribed Image Text:3. A W33 x 130 is used to support the factored loads and moment at shown in figure. Neglecting the weight of the beam and use A50
steel with Fy = 345 MPa
a) Determine the ultimate moment capacity of the section if lateral support provided at the ends only?
b) Is the section adequate?
286 kNm
3 m
90 kN
▼
150
3 m
90 kN
100 10 mm with 1.
3 m
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