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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
4d
16d
8d

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
All listed here
Is free from moisture
Is dry

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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

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

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/2Sb
l = dt/Sb
l = dt/4Sb

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
2.0
1.5
3.0

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
15
25
20

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