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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa/l
wa²/2l
wl/a
wa/2l

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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
75000 N/m²
75 N/m²

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
W²L/2AE
W²L/AE
WL/AE

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
three parallel bars
Two bars
Three bars intersecting at a point

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI/2
WI²/8
WI²/4

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Theory of Structures
For beams breadth is constant,

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

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