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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.7
1.5
1.4
1.6

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

274 MN
284 MN
264 MN
294 MN

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/sec
/60 Newton metres/sec
/60 Newton metres/min
/30 Newton metres/min

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Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. is maximum
M. changes sign
S.F. is zero

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The neutral fibre of the section
The outer most fibre of the section
The fibre everywhere

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof resilience
Stiffness
Proof load

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