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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
275 KN/mm²
150 KN/mm²
200 KN/mm²

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
None of these
With the horizontal
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
175 kg/cm²
250 kg/cm²
100 kg/cm²

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula
Marcus formula
Grashoff formula
Rankine Grashoff formula

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
16
10
12

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