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RCC Structures Design

RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
10 mm
12 mm
6 mm

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Monolithic character
Fire-resisting and durability
Economy because of less maintenance cost

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (A/P) - (M/Z)
f = (P/'- (Z/M)
f = (P/A) - (M/6Z)
f = (P/A) - (M/Z)

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hl/p²
8hl/p
8hp/l²

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis decreases
Lever arm decreases
Depth of neutral axis increases

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