Architectural Analysis – I Imp Qusts Pdf data – SA-I Important Questions
Please discover the connected pdf data of Structural Analysis – I Important Questions Bank – SA-I Imp Qusts
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UNIT – I
ANALYSIS OF PERFECT FRAMES
- Define static indeterminacy
- Discuss various sorts of indeterminacies
- Discuss interior indeterminacy
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UNIT-II
ENERGY THEOREMS AND THREE HINGED ARCHES
- Define term deflection of a light beam.
- State conjugate beam of light theorem
- Write relation in between lots, shear force and flexing moment acting on a framework
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UNIT-III
PROPPED CANTILEVER AND FIXED BEAMS
- What are the reaction worths for propped cantilever light beam when it carries point tons and udl
- Calculate maximum flexing minute for a propped cantilever beam which carries a udl of 10Kn/m for a period of 2m
- Determine point of opposite flexure for propped cantilever beam has a 4m size lugs factor load of 20KN at free end
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UNIT-1V
SLOPE DEFLECTION AND MOMENT DISTRIBUTION METHOD
- State Clapeyron ‟ s three moment theorem and write formula also.
- What is the effect of sinking of support in Three moment theorem
- Clarify Continuous light beam with neat representation
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UNIT-V
MOVING LOADS AND INFLUENCE LINES
- Clarify the term “Focal Length”.
- Specify Influence Line.
- Detail out making uses of Influence lines.
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