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RCC Structures Design

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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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 - 2D/3)²
WL/12 (L - D/3)²

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam
All of the listed here

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
All listed here

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

0.87
8.5
7.5
5.8

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