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RCC Structures Design

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

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

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

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P
WL/P
WL/4P
WL/3P

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
7% of wall weight
10% of wall weight
5% of wall weight

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.4
0.7
0.5

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
L/36 for end panels without drops
All listed here
L/32 for end panels without drops

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