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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Decking
Column 3
12 ft
Beam D
Beam A
Opening
Beam G
Decking
Beam B
12 ft
Column 2
Decking
Beam E
Beam F
Column 4
12 ft
Transcribed Image Text: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 Decking Column 3 12 ft Beam D Beam A Opening Beam G Decking Beam B 12 ft Column 2 Decking Beam E Beam F Column 4 12 ft
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