20 ft- B Steel Steel girder (A = 42.9 in.?) column -4 in. C D concrete slab 3 at 9 ft = 27 ft E F Steel floor beam (A = 16.2 in.?) G H FIG. P2.8, P2.11

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The roof system of an office building consists of a 4 in. thick reinforced concrete slab resting on four steel beams( 16.2 in. ) 5 2 A , which are supported by two steel girders ( 42.9 in. ) 5 2 A . The girders, in turn, are supported by four columns, as shown in Fig. P2.8. Determine the dead loads acting on the girder AG

20 ft-
B
Steel
Steel girder
(A = 42.9 in.?)
column
-4 in.
C
D
concrete slab
3 at 9 ft = 27 ft
E
F
Steel floor beam
(A = 16.2 in.?)
G
H
FIG. P2.8, P2.11
Transcribed Image Text:20 ft- B Steel Steel girder (A = 42.9 in.?) column -4 in. C D concrete slab 3 at 9 ft = 27 ft E F Steel floor beam (A = 16.2 in.?) G H FIG. P2.8, P2.11
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