Steel Beams Flashcards
For a typical simple span steel W-section, what part buckles in flexure?
the top flange
When the stress at a section in a beam reaches a level of Fy across the entire depth, what is formed?
a plastic hinge
In LRFD steel beam design, what tabulated sectional property is usually used to choose the beam size?
The strong axis Plastic Modulus, Zx
Except for unusual conditions of loading, what type of stress generally governs the design of a steel beam?
bending stress
What two methods of analysis are used by the AISC steel manual?
Allowable Stress Design (ASD) and Load & Resistance Factor Design (LRFD)
What do the two numbers used to designate a wide flange steel section describe?
nominal depth in IN and weight in PLF
The beam shown weighs 135 PLF. What is its designation (name)?
W Beam
h = 35.55”
W35x135
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
B
A column is usually more square than a beam, a beam has deeper section than a column. (T/F)
True, evenly braced columns have rx proportional ry, but beams have a strong axis in bending, x-x.
The flange of a beam is usually thinner than its web. (T/F)
false, it is thicker because it carries more of the flexural stress.
For steel sections, what do the section descriptors W, S, C, and L stand for?
W = Wide flange S = American standard beam C = American standard channel L = angle
What is the weight in pounds per linear foot (PLF) of a W36x300 steel section?
300 plf
For a W18X76 with A-36 steel, which orientation would carry the greater load?
A. Vertically oriented W beam
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B. Horizontally oriented W beam
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A, since x is greater than y
Which steel section will carry the highest strong axis moment? A) W18X60 B) W24X62 C) W30X108 D) W21X68
C (see section modulus table)
What is the total weight in kips of a 30’ long W16X100 beam?
3 kips, 30’ x 100 plf = 3000 lbs = 3 k.