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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
8.5
5.8
0.87

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

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

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

2A/P
P/2A
A/P
P/A

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
One and half lever arm of the section
Lever arm of the section
One-half lever arm of the section

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is continuous over two supports
It supports live loads in both directions
The slab is discontinuous at edges

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
45
50
55

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