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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
123 cm
80 cm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be uniform
Be more at the edges of the foundation
Be zero at the centre of the foundation

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
15 kg/cm²
20 kg/cm²
5 kg/cm²

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Top of the column
Drop panel
Capital

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE

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