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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
48 d
28 d
58 d

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

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
7% of wall weight
12% of wall weight
5% of wall weight

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer
Diesel operated hammer
Drop hammer
All listed here

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

30 cm
25 cm
35 cm
20 cm

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