Structural Analysis, Si Edition
5th Edition
ISBN: 9781285051505
Author: Aslam Kassimali
Publisher: Cengage Learning
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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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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 supported by four columns.
I. Determine the dead loads acting on beam AB, beam
EF, and girder AG.
II. Determine the live loads acting on beam AB, beam EF, and girder AG.
Show handwritten free body diagram for beam AB, EF and girder AG and solutions.
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
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
Chapter 2 Solutions
Structural Analysis, Si Edition
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Similar questions
- 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_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_forwardThe roof system of an office building consists of a 4 in. thick reinforced concrete slab resting on four steel beams( 16.2 in. ) 52 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 Steel girder (A=42.9 in.²) Steel floor beam (A= 16.2 in.²) FIG. P2.8, P2.11 E 20 ft- B -Steel D column 4 in. concrete slab 3 at 9 ft = 27 ft Farrow_forward
- 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.arrow_forwardThe roof system of an office building consists of a 100 mm-thick reinforced concrete slab resting on four steel beams (A = 10, 450 mm^2), which are supported by two steel girders (A = 27,700 mm^2). The girders, in turn, are supported by four columns. I. Determine the dead loads acting on beam AB, beam EF, and girder AG. II. Determine the live loads acting on beam AB, beam EF, and girder AG. Show HANDWRITTEN free body diagram for beam AB, beam EF, and grider AG and solutions.arrow_forwardQuestion. 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.arrow_forward
- The floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. 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 load acting on the beam CD.arrow_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_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
- A 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_forwardThe floor system of a building consists of a 5 in. thick reinforced concrete slab resting on four steel floor beams, which in turn are supported by two steel girders, as shown in Fig. 2.7(a). The cross-sectional areas of the floor beams and the girders are 14.7 in and 52.3 in , respectively. Determine the dead loads acting on the beams CG and DH and the girder AD.arrow_forward
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