Reinforced Concrete Column Design Flashcards

1
Q

What are the two types of columns?

A

Braced and Unbraced

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2
Q

What is a braced column?

A

A column where the stability of the structure is provided by walls or bracing

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3
Q

What is an unbraced column?

A

A column where the lateral stability is provided by the column(s) only

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4
Q

Are braced columns designed to resist lateral load?

A

No

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5
Q

When is a column short?

When is a column long?

A

Short, slenderness < limiting value

Long, slenderness > limiting value

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6
Q

Where is the limiting value found?

A

Using a formula ‘Limiting’ from EC2

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7
Q

What is the slenderness ratio equal to?

A

Effective height / minimum cross section dimension

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8
Q

What is effective height?

A

The clear height between storeys

x

by the effective height factor from Table C13

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9
Q

How is the design ultimate load calculated for the floors supported by a concrete column?

A

Design ultimate load on floor

X

Area at each floor level

X

No. of storeys

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10
Q

What is the total Ultimate design load of a concrete column equal to?

A

Ultimate design load from floors

+

Ultimate design load from column self weight

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11
Q

What is Ned?

A

Total Ultimate Load (floors + self-weight)

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12
Q

What is condition 1 for end fixity conditions?

A

Beams connected to the column are at least as deep as the beam in the plane considered

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13
Q

What is condition two in end fixity conditions?

A

Beans or slabs either side are shallower than overall depth of column in the plane considered, but not less than half column depth

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14
Q

What is condition 3 in end fixity conditions?

A

Column does not provide more than nominal resistance to rotation

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15
Q

What are the end conditions used for?

A

Obtaining an effective height factor from table C13

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16
Q

How is clear height calculated?

A

Total height / no. of storeys

17
Q

What must link diameter be equal to?

A

Link dia. > or equal to 25% of the main steel dia.

18
Q

If possible, how many reinforcing bars should be used?

A

4