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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

35
25
40
30

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

8 legged
12 legged
6 legged
10 legged

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

Drop panel
None of these
Column head
Capital

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Remains unchanged
Is decreased by Pe/Z
Is increased by Pe/Z
Is increased by PZ/e

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
5 m
4 m
6 m

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