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Higher Study | Structural Analysis | Methods of Structural Analysis

Which of the following methods of structural analysis is a force method?
Which of the following is not the displacement method?
Which of the following methods of structural analysis is a displacement method?
Who proposed the Theorem of Reciprocal Deflection?
Who proposed the method of tension coefficient?
Who Published the Moment Distribution method?
Who proposed the Column Analogy Method used to analyse the indeterminate structures?
Which method is suitable for analyzing a beam when the degree of kinematic indeterminacy is less than a degree of static indeterminacy?
Consider the following statements: The principle of superposition is not applicable when 1. The material does not obey Hooke’s law 2. The effect of temperature changes are taken into consideration 3. The structure is being analysed for the effect of support settlement Which of these statement (s) is/are correct?
What is the moment at joint F, in a case where there is no side sway and the member CF is along the axis of symmetry while a UDL of W kN/m is applied all along the length BD as shown in the figure?
The rigid portal frame shown in the given figure will not have any side sway if (Note: I2 = the moment of inertia of the column cross-section, I1 = the moment of inertia of the beam cross-section)
The bending moment at A for the beam shown below (with BD being a rigid bar) is
The fixed end moment at A for the structure shown below is:
A rigid-jointed plane frame as shown below
In column analogy method, what is the area of an analogous column for a fixed beam of span 2L and flexural rigidity 2EI?
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