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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/10
1/12
1/8

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2W/ha
2h/Wa
Wa/2h
Wa/h

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per metre square (N/m2)
Per centimetre square (N/cm²)
Per millimetre square (N/mm²)

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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
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

7500 N/m²
750 N/m²
75 N/m²
75000 N/m²

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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

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

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