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Theory of Structures

Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M
Width b 3 M
Width b 1/M
Width b M 2

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.5 mm
5.5 mm
4.0 mm
5.0 mm

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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

3 /16
2 /15
3 /8
/16

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

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

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa²/2l
wa/2l

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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

0.707
0.505
0.303
0.404

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