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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
/16
3 /16
3 /8

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Straight line formula
Rankine
Perry
Parabolic formula

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

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4WD²n/d4N
4W²D3n²/d4N
4W²D3n/d4N

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
250 mm
400 mm
200 mm

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
S
2L

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