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59 Terms

1
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True

L-shapes can have equal or unequal legs

2
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KL/ry= 64.90

A W24×104 with sections properties shown is to be used as a column. If the

3
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The tightness that exists when all plies in a joint are in firm contact.

What does “snug-tight condition” refer to in bolted connections?

4
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Smaller safety factor against slippage.

In a bearing-type connection, the allowable stress is higher because of:

5
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AISC (American Institute of Steel Construction)

What association was founded in 1921 as a non profit, technical institute and trade association for the use of structural steel in the construction industry?

6
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Allowable Stress Design (ASD)

Which steel design method compared the working (service) stresses to allowable stresses using a single factor of safety

7
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Can be disassembled easily

Which of the following is an advantage of bolted connections compared to riveted and welded connections

8
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Bolted connections

Which of the following is considered the most common and economical connection used?

9
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A307 Steel

According to ASTM, common bolts are classified as:

10
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The center-to-center distance of bolt lines perpendicular to axis of member

What is the “gage” in the context of spacing of bolts

11
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Rivets, bolts, welds

Individual parts or members assembled compose every structure. These members must be fastened together by means of:

12
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174.9 MPa

What is the bending stress of a steel section with a simple span of 10m and a point load at midspan. Assume that the beam is laterally supported. Include the weight of the beam. Fy = 265 MPa

13
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647.5 KN

Using a w27×336 steel column, with section properties shown below; what would be the safe axial load that can be carried by the section, if the unsupported length along the x-axis is 10000 mm and 5000 mm for y-axis? Use Fy=248 MPa and K=1.20

Section Properties:

A= 64000 mm2

W=500 kg/m

Ix= 6080 × 10⁶ mm

ly= 491 × 10⁶ mm⁴

14
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1, 785.6 KN

Given: A steel tension member with a net area of 12,000 mm² and Fy= 248 MPa. What is the maximum allowable tensile load?

15
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Local flange buckling may occur

What happen when the flange width-to-thickness ratio (bf/tf) exceeds the prescribed limit?

16
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Oversized Hole (OVS)

Which type of bold hole has a diameter larger than the bolt diameter, requiring hardened washers for bearing applications in outer plies?

17
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Less noise compared to rivets

Which of the following is NOT an advantage of bolted connections compared to riveted and welded connections?

18
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A beam with a flange-to-thickness and web-to-thickness ratio within code limits

Which of the following statements best describes a compact steel beam section?

19
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Slenderness Ratio= KL/r

What is the formula for slenderness ratio

20
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It fills the hole and shrinks, providing a clamping force.

What happens to the shank of a hot-driven rivet as it cools?

21
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At least on criteria must be met in order for a section to be considered as compact

False

22
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Slip-critical/friction connection

Which of the following is a type of connection designed for fatigue loading and for connections subject to direct tension?

23
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Major structural connections

High-strength bolts are primarily used in:

24
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Tensile force in the bolt, resulting in a predictable clamping force.

High-strength bolts are often tightened to develop a specified:

25
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Calculate the required Section Modulus (Sx or Sy)

After determining the Maximum Moment on a beam, what is the next step in selecting an appropriate steel selection according to the provided module

26
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W-shapes

Which of the following steel shapes is described as being the “Most Common, and commercially available locally” and is often used for beams and columns?

27
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Ductility

An important property of steel which allows absorption and redistribution of stresses in continuous members and at points of high local stress caused by external forces.

28
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Cold Formed

It is made by rolling or pressing thin gauges of steel into pre-determined shapes.

29
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Low Tensile Strength, High resistance to compression

Given below are the advantages of structural steel, which of the following does not belong to the group?

30
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Their webs and flanges have the same nominal thickness

What is a defining characteristics of HP-shapes (wide flange shapes usually used as bearing piles)?

31
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0.30

What is the typical range of the ratio of transverse to longitudinal strain for most common metals in the elastic range

32
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What is the primary method of producing WT-Shapes (Structural Tees)

They are cut from W shapes

33
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Carbon Steel

A class structural steel that can yield strength of 36-50 ksi (A36-A50)

34
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Strain Hardening

A strain range where increase in strain is accompanied by a significant increase in stress.

35
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36 ksi (248 MPa)

What is the locally available yield strength (Fy) of the most common structural steel section mentioned in the module?

36
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50 to 75 ksi

What is the yield strength range of Heat Treated Carbon/ HSLA Steel

37
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Over 930 C

At what temperature is raw steel (steel billets) typically roll-pressed during the hot rolling process?

38
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Allowable Stress Design (ASD)

Which of the following design philosophies compares allowable stresses of a material to calculated working stresses resulting from service loads and uses a single factor of safety

39
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Maximum Moment

When designing a steel beam using AISC procedures, what is the first structural requirement typically determined after calculating the applied loads

40
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Short Curing Time

Which, among the following, is not considered an advantage in using structural steel as a building material

41
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Heat Treated Construction Alloy Steel

Which of the following is not a classification of bridge steel?

42
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Bessemer Process

What process made mass production of steel possible in the mid-18th century?

43
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To serve as a technical institute and trade association for the use of structural steel in construction

What is the primary purpose of the American Institute of Steel Construction (AISC)?

44
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Shear stress and deflection

Once a steel section is tentatively selected for a beam, what are the two main structural requirements that must be checked according to the module?

45
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Built -up section

It is made by welding together standard shapes to create desired section.

46
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Choose the lightest of all possible sections that meet the requirement

From the steel tables, how should a designer typically select a steel section that meets the required Section Modulus?

47
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As a substitute for W-shapes

When might two C-shapes (channels) be combined in structural steel construction?

48
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They have relatively narrow flanges with sloping interior faces

What is a key characteristic of S-shapes (formerlly I-beams) as described in the module?

49
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The Steel Manual containing section properties

What key resource does the AISC provide for structural engineers and fabricators?

50
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0.3mm to 6mm

What is the typical range of thickness of cold-formed steel sections?

51
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Roads

Which of the following is not a common use of steel?

52
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Steel

A material used long before Renaissance period, however it was not popular as building material due to inefficient production methods.

53
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Rolled shapes

A type of structural steel that is produced by passing red-hot blooms or billet steel through rolls until the desired shape is attained.

54
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Yield Strength or Yield Point (Fy)

In the context of designing steel members, what material property primarily dictates the size of the sections required?

55
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Warm pressed

Which of the following is not a type of structural steel?

56
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Truss members

L-shapes (Angles) are mainly utilized as which type of structural members according to the module?

57
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Beam, Flange, Angle

Which of the following shapes comes from hot rolled structural steel?

58
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Stress increases due to dislocation interactions and strain hardening

When analyzing strain hardening in a tensile test, which of the following correctly describes the relationship between true stress and true strain beyond the yield point?

59
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It is made using raw steel billets and processed at temperatures over 930 C

Which of the following statements is TRUE about hot-rolled structural steel?