Title      : Analysis of Indeterminate Structures
Subject      : Civil Enginnering
copyright © 2018   : Nayana Manohari T K
Author      : Nayana Manohari T K
Publisher      : Sai Vidya Institute of Technology
Chapters/Pages      : 8/163
Total Price      : Rs.      : 65
 
 
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Slope Deflection Method Total views (0)  
The slope deflection method is a structural analysis method for beams and frames introduced in 1914 by George A. Maney. The slope deflection method was widely used for more than a decade until the moment distribution method was developed.
Pages: 36
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Moment Distribution Method Total views (0)  
The moment distribution method is a structural analysis method for statically indeterminate beams and frames developed by Hardy Cross. The method only accounts for flexural effects and ignores axial and shear effects.
Pages: 26
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Matrix Method of Analysis ( Flexibility Method) Total views (0)  
The systematic development of consistent deformation method in the matrix form has lead to flexibility matrix method. The method is also called force method. Since the basic unknowns are the redundant forces in the structure.
Pages: 10
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Matrix Method of Analysis (Stiffness Method) Total views (0)  
The systematic development of slope deflection method in the matrix form has lead to Stiffness matrix method. The method is also called Displacement method. Since the basic unknowns are the displacement at the joint.
Pages: 9
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Kanis Method Total views (0)  
Kanis method, also called the Rotation Contribution Method.
Pages: 31
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Model Question Paper Solved Total views (0)  
Model Question Paper Solved
Pages: 20
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Solved Question Paper 1 Total views (0)  
Solved Question Paper 1
Pages: 16
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Solved Question Paper 2 Total views (0)  
Solved Question Paper 2
Pages: 15
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