The floor system of a building consists of a 125 mm thick reinforced concrete slab resting on four steel floor beams, which in turn are supported by two steel girders, as shown. The cross-sectional areas of the floor beams and the girders are 9,500 mm² and 33,700 mm², respectively. Steel- column Steel girder (A = 33,700 mm²) 3 at 3 m = 9 m H
The floor system of a building consists of a 125 mm thick reinforced concrete slab resting on four steel floor beams, which in turn are supported by two steel girders, as shown. The cross-sectional areas of the floor beams and the girders are 9,500 mm² and 33,700 mm², respectively. Steel- column Steel girder (A = 33,700 mm²) 3 at 3 m = 9 m H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The floor system of a building consists of a 125 mm thick reinforced concrete slab resting on four steel floor beams, which in turn
are supported by two steel girders, as shown. The cross-sectional areas of the floor beams and the girders are 9,500 mm² and
33,700 mm², respectively.
Steel-
column
125 mm
concrete
slab
8 m
Steel girder (A = 33,700 mm²)
Ip
3 at 3 m = 9 m
с
B
I
H
F
Steel floor beam
(A = 9,500 mm²)
Determine the reaction (kN) in girder AD.
G
+
1.5 m 1.5 m
Tributary
area for
beam CG](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbd87ea0c-8818-4110-afe9-a94a91e0ba63%2F80d8cd0c-fb97-4057-a30d-e1a090d49311%2Fhmo5pqd_processed.png&w=3840&q=75)
Transcribed Image Text:The floor system of a building consists of a 125 mm thick reinforced concrete slab resting on four steel floor beams, which in turn
are supported by two steel girders, as shown. The cross-sectional areas of the floor beams and the girders are 9,500 mm² and
33,700 mm², respectively.
Steel-
column
125 mm
concrete
slab
8 m
Steel girder (A = 33,700 mm²)
Ip
3 at 3 m = 9 m
с
B
I
H
F
Steel floor beam
(A = 9,500 mm²)
Determine the reaction (kN) in girder AD.
G
+
1.5 m 1.5 m
Tributary
area for
beam CG
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