Question: Problem # 4 The C 1 2 2 5 steel beam shown below has lateral bracing against displacement at the supports. [ A 3 6

Problem #4
The C1225 steel beam shown below has lateral bracing against displacement at the supports. [A36 steel: Fy=36ksi and E=29,000ksi ]
a. Check the adequacy of the steel beam for flexure only including Cb factor.
b. Check the beam deflection knowing that limits of the deflection are L/360 and L/240 for live load and total load, respectively.
Problem # 4 The C 1 2 2 5 steel beam shown below

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