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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