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Theory of Structures

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

2.5
2.34
1.34
1.5

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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
750 N/m²
7500 N/m²
75000 N/m²

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

1.3
1.2
1.7
1.5

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d M
Depth d 1/M
Depth d 3

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

L/2
L
l
2 L

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Theory of Structures
Stress may be defined as

None of these
Force per unit volume
Force per unit length
Force per unit area

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