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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Mild steel
Stainless

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.8
0.9
0.7

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RCC Structures Design
The effective width of a column strip of a flat slab, is

One-fourth the width of the panel
Diameter of the column
Half the width of the panel
Radius of the column

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RCC Structures Design
The minimum head room over a stair must be

230 cm
205 cm
210 cm
200 cm

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

5.8
8.5
7.5
0.87

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