Question: Problem 1 : 3 0 point For the beam section given: Concrete is C 2 5 and longitudinal reinforcement is S 4 2 0 steel

Problem 1: 30 point
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. (note d is 400mm)
Problem 1 : 3 0 point For the beam section given:

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