HB - 20 ft- Steel Steel girder (A = 42.9 in.?) column 4 in. D concrete slab 3 at 9 ft = 27 ft E F Steel floor beam (A = 16.2 in.2) H- H Io
HB - 20 ft- Steel Steel girder (A = 42.9 in.?) column 4 in. D concrete slab 3 at 9 ft = 27 ft E F Steel floor beam (A = 16.2 in.2) H- H Io
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The roof system of an office building consists of a 4-in.- thick reinforced concrete slab resting on four steel beams (A ¼ 16:2 in.2), which are supported by two steel girders (A = 42:9 in.2). The girders, in turn, are supported by four columns, as shown in Fig. P2.8. Determine the dead loads acting on the girder AG.

Transcribed Image Text:HB
- 20 ft-
Steel
Steel girder
(A = 42.9 in.?)
column
4 in.
D concrete slab
3 at 9 ft = 27 ft
E
F
Steel floor beam
(A = 16.2 in.2)
H-
H
Io
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