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 C Ip B H Tributary area for beam CG 125 mm concrete slab h H H F G Steel floor beam (A = 9,500 mm²) 1.5 m 1.5 m Determine the total distributed dead load (kN/m) carried by beam DH. 8 m

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 C Ip B H Tributary area for beam CG 125 mm concrete slab h H H F G Steel floor beam (A = 9,500 mm²) 1.5 m 1.5 m Determine the total distributed dead load (kN/m) carried by beam DH. 8 m

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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