Civil Engineering · all questions

RCC Structures Design
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238

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Q221

On an absolutely rigid foundation base, the pressure will

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Q222

In a cantilever retaining wall without a heel slab

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Q223

For a number of columns constructed in a rcjw, the type of foundation provided, is

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Q224

With usual notations the depth of the neutral axis of a balanced section, is given by

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Q225

If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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Q226

A very comfortable type of stairs is

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Q227

If diameter of a reinforcement bar is d, the anchorage value of the hook is

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Q228

If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

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Q229

A foundation rests on

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Q230

The effective span of a simply supported slab, is

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Q231

In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

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Q232

Piles are usually driven by

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Q233

For stairs spanning horizontally, the minimum waist provided is

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Q234

In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

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Q235

The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

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Q236

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

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Q237

In a singly reinforced beam

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Q238

If the depth of actual neutral axis of a doubly reinforced beam

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