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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
All of these
Method of sections
Method of joints

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

411 N mm
711 N mm
611 N mm
511 N mm

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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
7500 N/m²
750 N/m²
75000 N/m²

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

294 MN
274 MN
284 MN
264 MN

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Hyperbola
Straight line
Parabola
Circle

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.307
0.508
0.407
0.207

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