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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
12 mm
6 mm
20 mm

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

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Needs revision of the section
Is safe with stirrups and inclined members
Is safe with stirrups

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
10 legged
12 legged
6 legged

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
h/3
2h/3
h/2

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

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

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