Slender Colums Flashcards

1
Q

What may happen if a column is relatively slender?

A

It may deflect laterally when subjected t a compression force, P and fail by bending rather than direct compression.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

What is the ‘buckling’ of columns?

A

When a slender structural member is loaded with an increasing axial compression force, the member deflects laterally and fails by combined bending and compression, rather than direct compression alone.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

What is the critical load of a structure?

A

The load which creates the borderline between stable and unstable equilibrium of the structure .

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

What does P,cr equal?

A

pi^2 * E * I / effective length

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

What is the 4 different effective lengths?

A

Fixed-fixed = 0.5
fixed-pinned = 0.7
pinned - pinned = 1.0
fixed - open = 2.0

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

What is the slednerness ratio?

A

L / i , where i is the radius of gyration

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

What is i, the radius of gyration ?

A

Root (I /A)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

What does pcr equal in terms of the slenderness ratio?C

A

P,cr = pi^2 * E / (slenderness ratio squared)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

When does crushing occur in terms of pcr and fcd?

A

Crushing occurs when pcr > fcd

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

When does buckling occur in terms of pcr and fcd?

A

Bucking occurs when pcr < fcd

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

In braced columns, what are the columns designed to do / not to do?

A

Braced columns are not designed to resist lateral loads, whereas unbraced columns are designed to resist lateral loads.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

When calculating the effective length of a braced member, wjat are the values of k for fixed and pinned conditions?

A

Ki —- infinity for pinned end condtion
ki —- 0 for rigid end conditions

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

What 2 directions is slenderness calculated in?

A

Both x and y directions

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

What are second order effects?

A

Additional action effects caused by structural deformations

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

Quick … how do you find the slenderness of a column?

A

1 - Find the slenderness ratio
2 - If the slenderness ratio is larger than the slenderness limit, second order analysis is required.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly