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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

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.

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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