Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 2, Problem 11P
To determine
Find the live loads acting on the girder AG, beam EF, and column A.
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2.3 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 Fig. Determine the dead loads
acting on beam BF and girder AD.
Steel floor beam
(A = 9,100 mm²)
A
10 m
E
B
Steel girder (A = 25,600 mm²)
C
I
I
F
G
3 at 5m= 15m
H
Steel
column
130 mm
concrete
slab
Question. The roof system of an office building consists of a 150 mm-thick reinforced concrete slab resting on four steel beams (A=10,500 mm²) which are supported by two steel girders (A=28,000 mm²). It is subjected to a live load of 5 kn/m². The girders in turn are supported by four columns. Determine the loads acting on Girder BH and Column B.
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 = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in Fig. P2.7. Determine the dead loads acting on beam BF and girder AD.arrow_forward2.4 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 marrow_forwardTry This! The roof system of an office building consists of a 4-in thick reinforced slab resting on four steel beams (A= 16.2 in2), in which supported by two steel girders (A=42.9 in2). The girders, in turn, are supported by four columns, as shown below. Determine the dead loads acting on the girder AG. -20 ft- 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.2)arrow_forward
- 13 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 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_forward3. The floor of an apartment building, shown in Fig. P2.3, is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH, and the girders AC and FH, of the framing system.arrow_forward
- The 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_forwardA horizontal prismatic beam with span of 3 meters is fixed at the left end and free at the right end (cantilever). The beam is subjected to a downward vertical concentrated load equal to 10 kiloNewtons acting at a point 2 meters to the right of the fixed end and a clockwise concentrated moment equal to 15 kiloNewton-meters acting at the free end. The beam material has a modulus of elasticity of 200 GigaPascals. The beam cross-section has a moment of inertial equal to 100,000,000 millimeters^4.(The expression x^y means that x is raised to the power y). 1. Which of the following most nearly gives the deflection at the free end in millimeters, if the concentrated load were acting alone? a. 2.33 mm b. 2.45 mm c. 2.21 mm d. 1.92 mm 2. Which of the following most nearly gives the deflection at the free end, in millimeters, if the moment were acting alone? a. 2.571 mm b. 3.141 mm c. 3.149 mm d. 3.375 mm…arrow_forwardThe 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 the figure. Determine the dead loads and live loads acting on beam BF and girder AD. Steel floor beam (A = 9,100 mm²) A 8 m E B Steel girder (A = 25,600 mm²) DSteel C F G 3 at 5 m 15 m H column 130 mm concrete slabarrow_forward
- 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_forwardA gable frame is subjected to loading, as shown in the figure. Determine the reactions at its supports due to the loading and determine its determinacy: a wind 0.75 kN/m 3.3kN/m 2 m Hinge 3.75 kN/m 2.4 kN/m 4 m -2.5 m- -2.5 m-arrow_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_forward
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