The floor of one-story office building in the figure is made of 4-in.-thick normal weight concrete. Determine: (1) the total resultant force caused by the dead load of entire deck-floor ¹, (2) the free body diagram due to dead load in beam F ( (3) the free body diagram due to live load in beam F, consider the live load reduction if permitted by the ASCE standard As needed use the reference information after the problem statements. 8 ft Column 1 12 ft Beam C E Decking Column 3 12 ft Beam D Beam A Opening 180 Beam G H Decking Beam B 12 ft Column 2 Decking 1 Beam E Beam F Column 4 12 ft
The floor of one-story office building in the figure is made of 4-in.-thick normal weight concrete. Determine: (1) the total resultant force caused by the dead load of entire deck-floor ¹, (2) the free body diagram due to dead load in beam F ( (3) the free body diagram due to live load in beam F, consider the live load reduction if permitted by the ASCE standard As needed use the reference information after the problem statements. 8 ft Column 1 12 ft Beam C E Decking Column 3 12 ft Beam D Beam A Opening 180 Beam G H Decking Beam B 12 ft Column 2 Decking 1 Beam E Beam F Column 4 12 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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