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RCC Structures Design

RCC Structures Design
Piles are usually driven by

Drop hammer
Single acting steam hammer
Diesel operated hammer
All listed here

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/3P
WL/2P
WL/4P
WL/P

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Area of the section
Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
Its own weight
All listed here
Weight of the soil above it

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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