An existing beam section was investigated and found out the following elements: b = 250 mm h = 450 mm concrete cover 40 mm diameter of stirrups=10 mm fy = 276 Mpa f'c = 27.6 Mpa Bottom bar reinforcement: 2pcs - 20mm Determine the Ultimate moment capacity using NSCP 2015 when the stain of the steel reach 0.005. answer in millimeter and 3 decimal places
An existing beam section was investigated and found out the following elements: b = 250 mm h = 450 mm concrete cover 40 mm diameter of stirrups=10 mm fy = 276 Mpa f'c = 27.6 Mpa Bottom bar reinforcement: 2pcs - 20mm Determine the Ultimate moment capacity using NSCP 2015 when the stain of the steel reach 0.005. answer in millimeter and 3 decimal places
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An existing beam section was investigated and found out the following elements:
b = 250 mm
h = 450 mm concrete cover 40 mm diameter of stirrups=10 mm
fy = 276 Mpa
f'c = 27.6 Mpa
Bottom bar reinforcement: 2pcs - 20mm
Determine the Ultimate moment capacity using NSCP 2015 when the stain of the steel reach 0.005.
answer in millimeter and 3 decimal places.
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