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THEORY OF STRUCTURES

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
294 MN
264 MN
284 MN

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Theory of Structures
Gradually applied static loads do not change with time their

Point of application
All of these
Magnitude
Direction

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.404
0.707
0.303

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
All of these
V = 0
H = 0

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