3.6 1.0 1.0 \33.179° 33.179°/ 0.2 1.0 1.0 33.179° 33.179° .8 1.0 1.0 \33.179° 33.179° .4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179°/ 2.0 2.0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Analytically, obtain the forces of each of the elements of the reinforcement and explain if they are in tension or compression. Consider that the results must match with the second photogrpah, which was made by MD Solids.

Truss Analysis Module
Back File Stresses Help
Edit
Member Forces
Reactions
0.
5.2
10.4
15.6
20. 1.0
26.
31.2
36.4
41.6
Back
P
* Create
13.6
Erase
1.0
6.88 (1)
6.88 (T)
1.0
C Members
* Supports
C Loads
N
10.2
Compute
1.0
5.97 (1)
5.97 (T)
1.0
Cick on the
supported truss
joint with the
left mouse
button and
drag in ether
the X- or y
direction.
6.8
8.53 (C)
1.0
5.06 (T)
1.68 (C)
1.68 (C)
5.06 (T)
1.0
1.0 (T)
1.0 (T)
K
1.26 (C)
0.5 (T)
1.26 (C)
0.5 (T)
3.4
A staticaly
determinate
truss requires
three support
condtions.
Usualy one
joint is pinned
whie a second
joint is
supported with
a roler.
4.14 (T)
0.91 (C)
0.91 (C)
4.14 (T)
0.0 (T)
0.0
-3.47 (C)
VE
5.0 (C)-
-3.47 (C)-
B
4.23 (C)
-5.0 (C)-
4.23 (C)
-3.47 (C)
0.
- –
G
3.47 (C)-
D
F
H
A12.027
Ey 11.53
Iy2.027
01:13 p. m.
P Escribe aquí para buscar
ESP
17/11/2020
Transcribed Image Text:Truss Analysis Module Back File Stresses Help Edit Member Forces Reactions 0. 5.2 10.4 15.6 20. 1.0 26. 31.2 36.4 41.6 Back P * Create 13.6 Erase 1.0 6.88 (1) 6.88 (T) 1.0 C Members * Supports C Loads N 10.2 Compute 1.0 5.97 (1) 5.97 (T) 1.0 Cick on the supported truss joint with the left mouse button and drag in ether the X- or y direction. 6.8 8.53 (C) 1.0 5.06 (T) 1.68 (C) 1.68 (C) 5.06 (T) 1.0 1.0 (T) 1.0 (T) K 1.26 (C) 0.5 (T) 1.26 (C) 0.5 (T) 3.4 A staticaly determinate truss requires three support condtions. Usualy one joint is pinned whie a second joint is supported with a roler. 4.14 (T) 0.91 (C) 0.91 (C) 4.14 (T) 0.0 (T) 0.0 -3.47 (C) VE 5.0 (C)- -3.47 (C)- B 4.23 (C) -5.0 (C)- 4.23 (C) -3.47 (C) 0. - – G 3.47 (C)- D F H A12.027 Ey 11.53 Iy2.027 01:13 p. m. P Escribe aquí para buscar ESP 17/11/2020
0.
5.2
10.4
15.6
20.1.0
26.
31.2
36.4
41.6
13.6
1.0
1.0
33.179°
33.179°,
10.2
1.0
1.0
33.179°
33.179°,
6.8
1.0
1.0
33.179°
33.179°
3.4
52.595°
62.987°
62.987°
52.595°
33.179°
33.179°
33.179°
33.179°
0.
2.0
2.0
Transcribed Image Text:0. 5.2 10.4 15.6 20.1.0 26. 31.2 36.4 41.6 13.6 1.0 1.0 33.179° 33.179°, 10.2 1.0 1.0 33.179° 33.179°, 6.8 1.0 1.0 33.179° 33.179° 3.4 52.595° 62.987° 62.987° 52.595° 33.179° 33.179° 33.179° 33.179° 0. 2.0 2.0
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