Columns Flashcards

1
Q

What is axial loading or concentric loading?

A

If a load is applied through the centroid of a tension or compression member’s cross section.

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2
Q

What is eccentric loading?

A

When the load is not applied through the centroid.

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3
Q

What is the eccentricity?

A

The distance from the neutral axis to the applied to force.

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4
Q

What does an axial member loaded eccentrically experience?

A

It bends and will experience bending stress in the same manner as a beam.

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5
Q

Why is an axial member loaded eccentrically known as a beam column?

A

The member experiences both axial stress and bending stress.

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6
Q

In what orientation can a member be a beam column?

A

In either the vertical or horizontal direction.

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7
Q

In what direction are the axial and bending stresses oriented in a beam column?

A

Both the axial and bending stresses are normal stresses oriented in the same direction.

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8
Q

Can the axial and bending stresses be added in a beam column?

A

Yes

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9
Q

Can a column, loaded with an eccentric compressive load experience tension?

A

Yes

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10
Q

When will the tension exist in a column, loaded with an eccentric compressive load?

A

When the bending stress is larger than the axial stress.

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11
Q

Why is tension important to monitor in columns?

A

Columns are usually made out of concrete or materials that do not support tension stresses well.

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12
Q

What would cause the column, loaded with an eccentric compressive load to not experience tension?

A

If the eccentricity is low enough.

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13
Q

What is the core, or kern or kernel?

A

The area formed from the middle third of the centroidal axis.

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14
Q

Why is the core, or kern or kernel important?

A

If a compressive load is kept within this area the column will not experience enough tension for it to fail.

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15
Q

How do short columns usually fail?

A

By crushing.

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16
Q

How do long columns usually fail?

A

Will buckle in the transverse direction that has the smallest radius of gyration.

17
Q

How do medium columns usually fail?

A

A combination of crushing and buckling.

18
Q

What is the critical load or Euler load?

A

The maximum theoretical load that an initially straight column can support without transverse buckling.

19
Q

What is the unbraced length, when a column is not braced along its entire length?

A

The unbraced length is equal to the length of the column.

20
Q

What is the effective length factor when the column has pinned or frictionless ends?

A

1

21
Q

What is a braced column?

A

A column that is braced against buckling at some point between its two ends.

22
Q

What is the braced column length in a braced column and is it equal to the entire column length?

A

It will be the longest unbraced column length which will be less than the entire column length.

23
Q

What is effective length?

A

The distance between inflection points in a column.

24
Q

When is the effective length used?

A

When a column is fixed at its top and base

25
Q

What is the range of the effective length factor K?

A

0.5 to 2.

26
Q

What axis is used for the moment of inertia of a column?

A

The x axis

27
Q

What is the critical column stress?

A

The stress given by the Euler or critical load.

28
Q

Can the critical stress exceed the yield strength?

A

No it cannot.

29
Q

What is the effective slenderness ratio?

A

The ratio of the effective length to the radius.

30
Q

Do long columns have high or low effectiveness ratio’s?

A

High.

31
Q

What is the smallest critical ratio that can be used fro the critical column stress?

A

The critical slenderness ratio.

32
Q

How can the critical slenderness ratio be calculated?

A

From the material’s yield strength and modulus of elasticity.

33
Q

What is the typical slenderness ratio range?

A

80 to 120.

34
Q

What is the proportional relationship between the critical slenderness ratio and the compressive yield strength?

A

The slenderness ratio decreases as the compressive yield strength increases.

35
Q

How many slenderness ratios do noncircular columns have?

A

2.

36
Q

Why do noncircular columns have two slenderness ratios?

A

Noncircular columns have two radius of gyrations. One in the x axis and another in the y axis.

37
Q

In the case of two radius of gyrations what will be the effective slenderness ratio?

A

The smallest radius of gyration will govern the design.