b =250 mm h=560 5 - Ø 20mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the following for the given beam section:
Use fc'= 25 MPa , fy=420 MPa
Concrete Cover = 40 mm, Stirrups diameter= 12 mm
1. Depth of stress block, a
2. Tensile steel strain, εt, when concrete εc=0.003
3. Type of failure
4. Reduction Factor
5. Nominal Moment Capacity in kN-m
6. Ultimate Moment Capacity in kN-m
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