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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