Steel Structures

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28 Terms

1
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What does it mean if a steel is of S355 grade?

It’s yield strength is 355 N/mm².

2
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True/False

Non-Linear material characteristics affect lateral torsional stability of beams.

BUT are not taken into account in the elastic lateral torsional buckling theory.

True

3
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True/False


Geometric imperfections affect lateral torsional stability of beams

BUT are not taken into account in the elastic lateral torsional buckling theory.

True

4
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True/False

Eccentricities of loading affect lateral torsional stability of beams

BUT are not taken into account in the elastic lateral torsional buckling theory.

True

5
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True/False

Residual stresses in the member from manufacturing affect lateral torsional stability of beams

BUT are not taken into account in the elastic lateral torsional buckling theory.

True

6
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What is the imposed load factor (gammaQ) ?

1.5

7
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What is the dead load factor (gammaG) ?

1.35

8
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What is a primary beam?

A beam that spans between columns, transfers the load from the secondary beam and slab onto the columns

9
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What is a secondary beam?

A beam that spans between primary beams

10
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True/False

At a pinned connection, the bending moment is always zero.

True

11
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What axis is the vertical axis (weak axis)?

z-axis

12
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What axis is the major axis (axis that is hard to bend about)?

y-axis

13
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<p>What does this term represent, and what is its value (generally)?</p>

What does this term represent, and what is its value (generally)?

The load factor for buckling (= 1).

14
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What does the term ‘W’ represent?

The plastic modulus.

15
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<p>True/False<br><br>This sign convention is followed by Eurocode.</p>

True/False

This sign convention is followed by Eurocode.

True

16
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<p>True/False<br><br>If this value is less than 0.4,<strong> Lateral Torsional Buckling</strong> effects must be <strong>considered</strong>.</p>

True/False

If this value is less than 0.4, Lateral Torsional Buckling effects must be considered.

False, if it is less than 0.4, Lateral Torsional Buckling effects can be ignored.

17
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<p>When can this simplification be made?</p>

When can this simplification be made?

When you are calculating lateral torsional buckling slenderness of I-sections or H-sections.

18
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When determining the significance of second-order effects, what term needs to be considered (for loads)?

EHF, The Equivalent Horizontal Force

19
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How is the EHF (Equivalent Horizontal Force) calculated?

It is 0.5% of any vertical loads imposed at each braced frame.

EHF (Load Type) = 0.005 x NED

20
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What is the value of, E, the Young’s Modulus of Steel?

210 GPa = 210,000 MPa = 210,000 N/mm2

21
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<p>What condition must this value satisfy, to neglect 2<sup>nd</sup> order effects?</p>

What condition must this value satisfy, to neglect 2nd order effects?

> 10

22
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What does an outrigger do?

An outrigger, connects the peripheral columns to the core columns and helps improve lateral stability (alt. to bracing)

23
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What is one of the ways outriggers improve the lateral stability of a structure?

It improves stability by reducing the slenderness.

24
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Which of the following is true for how an outrigger improves the lateral stability of a structure?

It reduces moments and deflections, compared to a free-standing case (i.e. no outrigger).

25
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What is the formula for Nc,f,total?

knowt flashcard image
26
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What is implied if Na,pl > Nc,f,total ?

The plastic neutral axis (PNA) is within the steel (xc > ht).

27
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Which number in C35/45 represents the cylinder strength of the concrete?

35

28
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When given two strengths of concrete (cube, cylinder), which do you take?

Cylinder