At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The ultimate moment capacity of the beam is_kN.m A. 424kN.m B. 444kN.m C. 404kN.m D. 464kN.
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The ultimate moment capacity of the beam is_kN.m A. 424kN.m B. 444kN.m C. 404kN.m D. 464kN.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The ultimate moment capacity of the beam is_kN.m
A. 424kN.m
B. 444kN.m
C. 404kN.m
D. 464kN.m
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