Sth Floor 4th Floor 3rd Floor 2nd Floor 1st Floor Column C1 Ground Floor Figure la. (3D View) 0.61 Secondary beam Columnci Activate Go to Settin Figure 1b. (Plan) 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' 3.135 7.68 28.00 27614 186 162 4814 Truss Area (mm2) Q2. Moment Distribution Method (Continuous Beam) For continuous beam CDEF. a) Find the degree of Indeterminacy. b) Using Moment Distribution Method, Draw B.M.D and S.F.D and find reactions at all supports.

Sth Floor 4th Floor 3rd Floor 2nd Floor 1st Floor Column C1 Ground Floor Figure la. (3D View) 0.61 Secondary beam Columnci Activate Go to Settin Figure 1b. (Plan) 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' 3.135 7.68 28.00 27614 186 162 4814 Truss Area (mm2) Q2. Moment Distribution Method (Continuous Beam) For continuous beam CDEF. a) Find the degree of Indeterminacy. b) Using Moment Distribution Method, Draw B.M.D and S.F.D and find reactions at all supports.

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

Water tank
Sth Floor
Ath Floor
3rd Floor
2nd Floor
1st Floor
Column C1
Ground Floor
Figure la. (3D View)
Secondary beam
Column C1
Activate 1
Go to Settin
Figure 1b. (Plan)
6.2
Span L" in metre
Height (H1) in metre
Live Load on the slab (kN/m2)
WKN)
E (Concrete) MPa
E (Truss) GPa
3.135
7.68
28.00
276
186
Slab thickness in 'mm'
162
4814
Truss Area (mm2)
Q2. Moment Distribution Method (Continuous Beam)
For continuous beam CDEF.
a) Find the degree of Indeterminacy.
b) Using Moment Distribution Method, Draw B.M.D and S.F.D and find reactions at all supports.

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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