w H1 0.5 L 0.5L Figure 3 Activ. 6.2 Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) WkN) E (Concrete) MPa E (Truss GPa Slab thickness in 'mm Truss Area (mm2) 3.135 7.68 28.00 27614 186 162 4814 Q4. Strain Energy Method (Truss) For the truss shown in the Figure 3 a) Find the degree of Indeterminacy. b) Calculate the horizontal displacement of joint V.

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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Secondary be am
0.6
ColumnC1
Activate
Go to Settin
Figure 1b. (Plan)
H1
w
0.5 L
0.5 L
Figure 3
Activ.
6.2
Span "L" in metre
Height (H1) in metre
Live Load on the slab (kN/m2)
WKN)
E (Concrete) MPa
E (Truss) GPa
Slab thickness in 'mm'
Truss Area (mm2)
3.135
7.68
28.00
27614
186
162
4814
Q4. Strain Energy Method (Truss)
For the truss shown in the Figure 3
a) Find the degree of Indeterminacy.
b) Calculate the horizontal displacement of joint V.
Transcribed Image Text:Secondary be am 0.6 ColumnC1 Activate Go to Settin Figure 1b. (Plan) H1 w 0.5 L 0.5 L Figure 3 Activ. 6.2 Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) WKN) E (Concrete) MPa E (Truss) GPa Slab thickness in 'mm' Truss Area (mm2) 3.135 7.68 28.00 27614 186 162 4814 Q4. Strain Energy Method (Truss) For the truss shown in the Figure 3 a) Find the degree of Indeterminacy. b) Calculate the horizontal displacement of joint V.
Water tank
5th Floor
4th Floor
3rd Floor
2nd Floor
1st Floor
Column C1
Ground Floor
Figure la. (3D View)
0.6L
E
Secondary beam
0.5 L
0.5 L
- 0.7L► C
0.6 LA
Column C1
Figure 1b. (Plan)
Transcribed Image Text:Water tank 5th Floor 4th Floor 3rd Floor 2nd Floor 1st Floor Column C1 Ground Floor Figure la. (3D View) 0.6L E Secondary beam 0.5 L 0.5 L - 0.7L► C 0.6 LA Column C1 Figure 1b. (Plan)
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