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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
10
8
12

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula
Grashoff formula
Marcus formula
Rankine Grashoff formula

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
All listed here
Load of the surcharge, if any
Weight of the soil above it

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

All listed here
bn (fc/2) (d - n/3)
Atft (d - n/3)
½ n₁ (1 - n₁/3) cbd²

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

0.87
5.8
7.5
8.5

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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/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L + 2D/3)²

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