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RCC Structures Design

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

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

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RCC Structures Design
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

All listed here
A key
A cut-off wall
A rib

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
Ultimate load method
None of these
Load factor method

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RCC Structures Design
A foundation rests on

Sub-grade
Base of the foundation
Foundation soil
Both B and C

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

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

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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 Grashoff formula
Grashoff formula
Marcus formula
Rankine formula

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