An existing beam section was investigated and found out the following elements: b=250mm h=450mm concrete cover = 40mm diameter of stirrups = 10mm fy = 276Mpa fc = 27.6 Mpa Top bar reinforcement: 2pcs-20mm Bot bar reinforcement: 2pcs-20mm Determine the nominal Moment Capacity
An existing beam section was investigated and found out the following elements: b=250mm h=450mm concrete cover = 40mm diameter of stirrups = 10mm fy = 276Mpa fc = 27.6 Mpa Top bar reinforcement: 2pcs-20mm Bot bar reinforcement: 2pcs-20mm Determine the nominal Moment Capacity
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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