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RCC Structures Design

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

25
35
30
40

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm
300 cm
236 cm
176 cm

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
25 kg/cm²
10 kg/cm²

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

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

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Drop panel
Capital
Column head

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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:

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

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