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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 Steel girder (A = 33,700 mm²) column 3 at 3 m = 9 m B C Ĥ 8 m Tributary area for 125 mm concrete beam CG slab F G E Steel floor beam (A = 9,500 mm²) 1.5 m 1.5 m Determine the reaction (kN) in beam CG. 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 Steel girder (A = 33,700 mm²) column 3 at 3 m = 9 m B C Ĥ 8 m Tributary area for 125 mm concrete beam CG slab F G E Steel floor beam (A = 9,500 mm²) 1.5 m 1.5 m Determine the reaction (kN) in beam CG. H

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 girder (A = 33,700 mm²) Steel column 3 at 3 m = 9 m B C H Tributary area for beam CG G 1.5 m 1.5 m 8 m 125 mm concrete slab E Steel floor beam - (A = 9,500 mm²) Determine the reaction (kN) in beam CG.
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 girder (A = 33,700 mm²) Steel column 3 at 3 m = 9 m B C H Tributary area for beam CG G 1.5 m 1.5 m 8 m 125 mm concrete slab E Steel floor beam - (A = 9,500 mm²) Determine the reaction (kN) in beam CG.
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