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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.40 to 1.50
1.20 to 1.30
1.30 to 1.40

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/2d
(L/3d)²
L/d
(L/2d)²

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

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

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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

0.303
0.707
0.404
0.505

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wl/a
wa²/2l
wa/l

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
3/2
8/5
2/3

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