Design a beam for a bending moment demand of Mu =480 k-ft, b=12-in. and h=24-in. Use f'. = 5 ksi and fy =60 ksi. 2.5 in. 20.5 in. 24 in. b0o0 12 in.
Design a beam for a bending moment demand of Mu =480 k-ft, b=12-in. and h=24-in. Use f'. = 5 ksi and fy =60 ksi. 2.5 in. 20.5 in. 24 in. b0o0 12 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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