Question: PROBLEM # 2 : Consider the floor panel shown below. L = 3 5 f t . S = 2 0 f t . Consider

PROBLEM #2:
Consider the floor panel shown below. L=35ft.S=20ft. Consider Live Load only =50psf. No live
load reductions are to be applied. Beams are connected to columns (A,B,C,D) with simple (hinged)
connections. There is no corrugated metal deck and the reinforcing steel runs in both directions.
A. Draw the loading diagram for beam AC, with shape and magnitude clearly shown. Loads at
the ends are not needed.
B. Draw the loading diagram for beam CD, with shape and magnitude clearly shown. Loads at
the ends are not needed.
C. What is the magnitude of the load on the column at A?
PROBLEM # 2 : Consider the floor panel shown

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