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Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m

Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m

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 roof system of an office building consists of a 100 mm-thick reinforced concrete slab resting on four steel beams (A = 10, 450 mm^2), which are supported by two steel girders (A = 27,700 mm^2). The girders, in turn, are supported by four columns. I. Determine the dead loads acting on beam AB, beam EF, and girder AG. II. Determine the live loads acting on beam AB, beam EF, and girder AG. Show HANDWRITTEN free body diagram for beam AB, beam EF, and grider AG and solutions.
Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m
Transcribed Image Text:Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m
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