Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 2, Problem 11P
To determine
Find the live loads acting on the girder AG, beam EF, and column A.
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2.4 The roof system of an office building consists of a
100 mm-thick reinforced concrete slab resting on four steel
beams (A = 10,450 mm²), which are supported by two steel
girders (A=27,700 mm2). The girders, in turn, are sup-
ported by four columns, as shown in Fig.
the dead loads acting on the girder AG.
Determine
6 m
- в
Steel girder
(A = 27,700 mm²)
Steel floor beam
(A = 10,450 mm²)
AF
H
C
E
G
D
F
-Steel
column
H
-100 mm
concrete slab
3 at 3 m = 9 m
3) 3. 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'), which are supported by two steel girders (A
-27,700 mm'). The girders, in turn, are supported by four columns, as shown. Determine the
dead loads acting on the girder AG.
- 6 m
Steel
Steel girder
(A = 27,700 mm)
column
- 100 mm
D concrete slab
3 at 3 m =9 m
F
Steel floor beam
(A = 10,450 mm?)
The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on
four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A
= 25,600 mm2), as shown in Figure. Determine the dead loads acting on beam BF and
girder AD.
%3D
%3D
Steel floor beam
(A-9,100 mm-)
Steel girder (A-25,600 mm2)
D.
Steel
column
130 mm
10 m
concrete
slab
3 at 5 m-15 m
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- The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9100 ). That, in turn, are supported by two steel girders (A = 25,600 ), Determine the live loads acting on beam BF and girder AD. See Fig. aarrow_forward13 1.6 The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 9100 mm2) that, in turn, are supported by two steel girders (A 25600 mm2), as shown in Fig. 2.3. Determine the dead loads acting on beam BF and girder %3D AD. Steel floor beam (A = 9,100 mm²) Steel girder (A 25,600 mm2) Steel column B 130 mm 10 m concrete slab G 3 at 5 m 15 marrow_forwardThe floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the service (ASD) reaction (kN) of beam BG that will be transferred to the girder at G. Girder Floor beam Column A C B G L H H M 4 at 7.5 m 30 m D N E 2 at 12 m = 24 marrow_forward
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- A Steel girder (A=21,100 mm²) C 8.5m Steel floor beam A 11,800 mm2), B Problem 1. The floor system of an apartment building consists of a 100-mm-thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in the Figure. The areas of cross section of the floor beams and the girders are 11,800 mm2 and 21,100 mm2, respectively. Determine the dead loads acting on the beam CD and the girder AE. -Steel column -100 mm concrete slab D 2 at 3.6m 7.2marrow_forwardThe wall of a building is composed of braced W360 x 57 steel columns connected rigidly to a concrete foundation as shown above. Each column has a height of 4 m. The steel has a Young’s modulus of ? = 200 GPa and yield strength ?? = 500 MPa.a) For buckling about its strong axis (x-x), what are the support conditions at each end and what is the effective length?b) For buckling about its weak axis (y-y), what are the support conditions at each end what is the effective length?c) What is the critical load P able to be sustained by the column shown above?arrow_forward1. The roof system of an office building consists of a 4-in.thick reinforced concrete slab resting on four steel beams, which are supported by two steel girders. The girders, in turn, are supported by fourcolumns. Unit weight of Steel: 490 lb/ft³; concrete: 150lb/ft³ Live load for Office Bldg.: 40 psf Steel girder. (A = 42.9 in.²) Steel floor beam (A = 16.2 in.²) AF E 20 ft B D F H Steel column 4 in. concrete slab 3 at 9 ft 27 ft a) Determine the dead loads acting on the girder AG. b) Determine the live loads acting on column A.arrow_forward
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