4. Compute the ultimate moment capacity of the beam shown. Assume fy = 345 MPa and f'c= 21 MPa. 3-22 mm 375 mm SLE 450 mm
4. Compute the ultimate moment capacity of the beam shown. Assume fy = 345 MPa and f'c= 21 MPa. 3-22 mm 375 mm SLE 450 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:4. Compute the ultimate moment capacity of the beam shown. Assume fy = 345 MPa and f'c =21 MPa.
3-22 mm
375 mm
375
450 mm
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