2.5 The floor system of an apartment building consists of a 4-in.-thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in Fig. P2.5. The areas of cross section of the floor beams and the girders are 18.3 in.2 and 32.7 in.?, respectively. Determine the dead loads acting on the beam CD and the girder AE.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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i support settlements should be considered in design-
erminate structures. The structure must be designed
ost unfavorable combination of loads.
Problems
49
Section 2.2
2.5 The floor system of an apartment building consists of
a 4-in.-thick reinforced concrete slab resting on three
steel floor beams, which in turn are supported by two steel
girders, as shown in Fig. P2.5. The areas of cross section of
the floor beams and the girders are 18.3 in.² and 32.7 in.²,
respectively. Determine the dead loads acting on the beam
CD and the girder AE.
2.6 Solve Problem 2.5 if a 6-in.-thick brick wall, which is
7 ft high and 25 ft long, bears directly on the top of beam
CD. See Fig. P2.5.
AF
25 ft
Steel girder
(A = 32.7 in.²)
Steel
column
4 in.
concrete slab
2 at 12 ft = 24 ft
Steel floor beam
(A = 18.3 in.2) I
F
FIG. P2.5, P2.6, P2.9
27
The floor svetom of o qymnosium consists of o
130
Transcribed Image Text:i support settlements should be considered in design- erminate structures. The structure must be designed ost unfavorable combination of loads. Problems 49 Section 2.2 2.5 The floor system of an apartment building consists of a 4-in.-thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in Fig. P2.5. The areas of cross section of the floor beams and the girders are 18.3 in.² and 32.7 in.², respectively. Determine the dead loads acting on the beam CD and the girder AE. 2.6 Solve Problem 2.5 if a 6-in.-thick brick wall, which is 7 ft high and 25 ft long, bears directly on the top of beam CD. See Fig. P2.5. AF 25 ft Steel girder (A = 32.7 in.²) Steel column 4 in. concrete slab 2 at 12 ft = 24 ft Steel floor beam (A = 18.3 in.2) I F FIG. P2.5, P2.6, P2.9 27 The floor svetom of o qymnosium consists of o 130
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