Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 2, Problem 8P
To determine
Find the dead load acting on the girder AG.
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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.
The floor system of a gymnasium consists of a 130- mm-thick
concrete slab resting on four steel beams (A = 9;100 mm")
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.
Steel floor beam
(A = 9,100 mm²)
Steel girder (A = 25,600 mm²)
D-Steel
T column
A
B
C
I-
130 mm
10 m
concrete
slab
F
3 at 5 m= 15 m
G
AG. P2.7, P2.10
Q2. Determine the force in each member of the double-pitch roof truss as shown in Fig.2.
State whether each member is in tension or compression.
3 m, 3 m
-4 m→-4 m--4 m-
1.75 kN
2 kN
1.5 kN
2 kN
_0.75 kN
6 m
1 kN
D
В
A
E
- 6 m.
6 m
-6 m.
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