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Theory of Structures

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

1.4
1.5
1.7
1.6

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

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are fixed
One end is fixed and other end is hinged
One end is fixed and other end is free
Both the ends are hinged

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el²/3d²
ee²l/3d²
el/2d
e²l²/3d²

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
15
14
16

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

75 N/m²
75000 N/m²
750 N/m²
7500 N/m²

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