Steel Beams Flashcards

1
Q

For a typical simple span steel W-section, what part buckles in flexure?

A

the top flange

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2
Q

When the stress at a section in a beam reaches a level of Fy across the entire depth, what is formed?

A

a plastic hinge

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3
Q

In LRFD steel beam design, what tabulated sectional property is usually used to choose the beam size?

A

The strong axis Plastic Modulus, Zx

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4
Q

Except for unusual conditions of loading, what type of stress generally governs the design of a steel beam?

A

bending stress

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5
Q

What two methods of analysis are used by the AISC steel manual?

A

Allowable Stress Design (ASD) and Load & Resistance Factor Design (LRFD)

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6
Q

What do the two numbers used to designate a wide flange steel section describe?

A

nominal depth in IN and weight in PLF

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7
Q

The beam shown weighs 135 PLF. What is its designation (name)?

W Beam
h = 35.55”

A

W35x135

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8
Q

Assuming the areas of the two sections shown are equal, which would make a more efficient beam?

A. square wide flange beam
B. Rectangular wide flange beam where h > b

A

B

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9
Q

A column is usually more square than a beam, a beam has deeper section than a column. (T/F)

A

True, evenly braced columns have rx proportional ry, but beams have a strong axis in bending, x-x.

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10
Q

The flange of a beam is usually thinner than its web. (T/F)

A

false, it is thicker because it carries more of the flexural stress.

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11
Q

For steel sections, what do the section descriptors W, S, C, and L stand for?

A
W = Wide flange
S = American standard beam
C = American standard channel
L = angle
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12
Q

What is the weight in pounds per linear foot (PLF) of a W36x300 steel section?

A

300 plf

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13
Q

For a W18X76 with A-36 steel, which orientation would carry the greater load?

A. Vertically oriented W beam
|

B. Horizontally oriented W beam
_

A

A, since x is greater than y

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14
Q
Which steel section will carry the highest strong axis moment?
A) W18X60
B) W24X62
C) W30X108
D) W21X68
A

C (see section modulus table)

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15
Q

What is the total weight in kips of a 30’ long W16X100 beam?

A

3 kips, 30’ x 100 plf = 3000 lbs = 3 k.

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16
Q

What is the plastic section modulus?

A

The plastic section modulus is one of the classifications of a section modulus, a geometric property for a given cross section.
The plastic section modulus is used for materials such as steel where elastic yielding is acceptable and plastic behavior is acceptable within limit