CE8502 Important Questions STRUCTURAL ANALYSIS I
CE8502 Important Questions STRUCTURAL ANALYSIS I Regulation 2017 Anna University free download. STRUCTURAL ANALYSIS I Important Questions CE8502 pdf free download.
Sample CE8502 Important Questions STRUCTURAL ANALYSIS I
What is equilibrium condition
Name any four methods used for computation of deflections in structures
What are all type of frames CE8502 Important Questions
What are the assumptions made in the structural analysis?
List out the general methods of analysis in structural analysis.
What is meant by perfect frame?
Write short notes on internal static in determinacy of pin jointed frames.
Define redundant force CE8502 Important Questions
Differentiate external and internal indeterminacy of structures
Define static indeterminacy of a structure
Calculate degree of indeterminacy of propped cantilever beam.
Determine the free end slope of a cantilever due to applied moment M at free end using energy principle.
Explain a pin-jointed frame with a sketch
Explain about principle of least work CE8502 Important Questions
Differentiate determinate and indeterminate of structure
Differentiate static and kinematic indeterminacy of structure
A cantilever is subjected to a single concentrated load P at the middle of the span. Calculate the static indeterminacy of the beam
Define Compatibility Condition
Calculate degree of indeterminacy of the following. Fixed support at both end and hinge at mid span. CE8502 Important Questions
Compare the force and displacement methods of analysis.
Generate the expression for strain energy due to bending and shear force
What are the different support conditions?
State the limitations of Slope deflection method.
Why is slope deflection method called as displacement method?
Write the slope deflection equation for the fixed beam with right half of the span loaded with udl of intensity ’w’ per meter run.
Who introduced Slope deflection method of analysis? CE8502 Important Questions
Write the fixed end moment for a udl distributed for the full span.
Write the fixed end moment for a point load located at mid span.
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CE8502 STRUCTURAL ANALYSIS I Question Paper