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, 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 I Tributary area for 125 mm beam CG concrete slab 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, 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 I Tributary area for 125 mm beam CG concrete slab 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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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