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RCC Structures Design

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

Stainless
High tension steel
Mild steel
High carbon steel

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.5 H
0.4 H
0.7 H

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

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d
d + n/3
n

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level
Continued up
All of the listed here
Stopped just below the floor level and separate lap bars provided

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

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

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