Question: For the beam section given: Concrete is C 2 5 and longitudinal reinforcement is S 4 2 0 steel and total tension steel area A

For the beam section given: Concrete is C25 and longitudinal reinforcement is S420 steel and total tension steel area As=2200mm2. Using TS500 material factors, find moment capacity of the section
For the beam section given: Concrete is C 2 5 and

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