Chapter 9 - Steel Construction Flashcards

1
Q

Steel is a _______ and ________________ building material.

A

strong and non combustible

p 257

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2
Q

The basic properties of steel are as follows:

  • ____________ of the building materials
  • Non-_________, resistant to _________ and dimensionally stable
  • Consistent ___________ due to controlled industrial process used in its manufacture
  • Relatively ___________, but strength and variety of forms enable it to be used in __________ quantities than other materials.
A
  • Strongest
  • rotting / aging
  • quality
  • expensive / smaller

p 258

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3
Q

Steel is basically an alloy of _______ and _________.

A

iron / carbon

p 258

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4
Q

Common structural steel has less than _______ _______ of one percent carbon.

A

three tenths

p 258

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5
Q

Cast iron has a carbon content of _________ to ______ percent.

A

three to four

p 258

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6
Q

The higher carbon content of cast iron produces a material that is _______ but _________.

A

hard / brittle

p 258

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7
Q

The composition of steel can be altered by adding other materials. ______________, for example, can be added to increase strength. ____________ increases strength and toughness. ____________ increases the resistance of steel to abrasion.

A

Molybdenum / vanadium / manganese

p 258

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8
Q

The lower carbon content of steel compared to that of cast iron results in a material that is _________ rather than brittle.

A

ductile

p 258

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9
Q
  • Capable of being shaped, bent, or drawn out.
A

Ductile

p 258

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10
Q

The rolling process consists of repeatedly passing ingots of steel heated to ________*F between large rollers until the desired shape is achieved.

A

2,200

p 258

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11
Q

The ductility of steel allows it to be rolled in a ______ _______.

A

cold state

p 258

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12
Q

A very commonly used steel for structural purposes is designated _______ ______.

A

ASTM A36

p 259

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13
Q

Because excessive deformation of steel is undesirable, the maximum stress that develops within steel members under conditions of loading must be kept below the ________ ________.

A

yield point

p 259

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14
Q

Steels for special application, such as those used in bridge strands, have strengths as high as __________ psi but very little __________.

A

300,000 / ductility

p 259

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15
Q

Steel possesses two inherent disadvantages:

  • Tendency to _______ when exposed to air and moisture
  • Loss of __________ when exposed to the heat of a fire
A
  • rust
  • strength

p 259

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16
Q

Steel can be protected in several ways from the formation of ______. Methods include painting the surface with a _______-inhibiting paint and coating the materials with ______ and ___________.

A

rust / rust / zinc and aluminum

p 259

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17
Q

Steel can also be produced using ingredients that resist rust, as in the case of ___________ steel.

A

stainless

p 259

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18
Q

The fires typically encountered by firefighters do not create temperatures hot enough to _______ steel. However, they do create enough heat to greatly ________ steal, resulting in structural failure.

A

melt / weaken

p 259

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19
Q

Note that at a temperature of around 1000*F the yield point of the steel has dropped from ________ psi to approximately _______ psi.

A

36,000 / 18,000

p 259

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20
Q

At 1200 *F the yield point has dropped to approximately ________ psi - a loss in strength of approximately _____ percent.

A

10,000 / 72

p 259

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21
Q

The loss of strength because of increased temperature is not a _________ occurrence, rather, the steel loses its strength _________ as its temperature increases.

A

sudden / gradually

p 260

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22
Q

The speed with which unprotected steel fails when it is exposed to a fire depends on several factors, including the following:

  • _______ of the steel members
  • __________ of the exposing fire
  • ______ supported by the steel
  • Types of ______________ used to join the steel members
  • Type of _______
A
  • Mass
  • Intensity
  • Load
  • connections
  • steel

p 260

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23
Q

Although steel is a good conductor of heat, it is also a very heavy material, having a density of around ______ pounds per cubic feet.

A

490

p 260

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24
Q

A wide flange steel beam 14 inches in depth with a 10 inch wide flange would have a weight of ____ pounds per foot of length. A beam 20 feet long would weigh _______ pounds.

A

74 / 1480

p 260

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25
When lower _________ exist in the steel, it must be heated to a higher temperature for the yield point to be reached.
stresses p 260
26
When individual steel members are rigidly ________ and _______ into a large structural system, they are better able to resist failure than if they are simply supported.
welded or bolted p 260
27
The amount of expansion for slender members, such as beams and columns, can be determined through a property known as the linear coefficient of __________ __________.
thermal expansion p 260
28
If an unrestrained steel beam 20 feet long were heated from 70*F to a uniform temperature of 1000*F, it would expand _____ inches.
1.4 p 260-261
29
The basic method by which steel is used in the design of buildings is the construction of a structural framework that supports the _______, _______, and exterior _______.
floors, roof, and exterior walls p 262
30
- Large, horizontal structural member used to support joist and beams at isolated points along their length.
Girder p 262
31
Beams and columns in steel frame buildings are connected by one of two methods: __________ or _________.
bolting or welding p 262
32
The connections of a beam to a column not only transfers the _______ between members but also determines the _________ of the basic structure.
loads / rigidity p 263
33
Beam and girder steel frames can be classified as _______, ________, or _____-_______.
rigid, simple or semi-rigid p 263
34
When a framing system is classified as a ________ frame, the connection between the beams and the columns are designed to resist the bending forces resulting from the supported loads and lateral forces.
rigid p 264
35
In a rigid frame connection, sufficient rigidity exists between the beam and the column so that ____ ________ occurs in the angle between the beam and the column as the loads are applied.
no change p 264
36
In the case of a simple frame, the joints are designed primarily to support a __________ force.
vertical p 264
37
Simple frame: A degree of __________ change between beams and columns can occur if some form of diagonal bracing is not provided.
angular p 264
38
In a semi-rigid frame, the connections are not completely rigid but provide some ____________ support to the structure.
diagonal p 264
39
When rigid connections are not used, lateral stability for a frame must be provided through the use of __________ bracing or ________ _________.
diagonal / shear panels p 264
40
________ ________ are reinforced walls located between columns and beams to brace them laterally.
Shear panels p 264
41
________ _________ provide a structural member that can carry loads across greater spans more economically than beams can.
Steel trusses p 264
42
Steel trusses: They are frequently used in three-dimensional space frames, in which case they are known as _______ trusses because the cross-section resembles the Greek letter _______.
delta / Delta p 264-265
43
Two commonly encountered applications of the basic steel truss are the ______ _____ joist and the joist ________.
open web / girder p 265
44
Open web joist are mass produced and are available with depths of up to ____ feet and span up to ______ feet. However, they are more frequently found with depths less than ____ feet and spans of ____ feet.
6 / 144 / 2 / 40 p 265
45
- Open web truss constructed entirely of steel, with steel bars used as the web members.
Bar joist p 265
46
When round bars are used for the diagonal members, the open web truss is known as a ______ _______.
bar joist p 266
47
________ _________ are heavy steel trusses used to take the place of steel beams as part of the primary structural frame.
Joist girders p 266
48
Gabled rigid frames: Steel rigid frames usually are used for spans from _____ to ______ feet and are fabricated by welding or bolting together steel shapes and plates.
40 to 200 p 267
49
Gabled rigid frames: The top of the rigid frame is known as the ________ and the points where inclined members intersect the vertical members are known as the ________.
crown / knees p 267
50
Steel arches are used to support roofs on buildings where large unobstructed ________ are needed. These include occupancies such as _____________ and ____________ _______.
floors / gymnasiums / convention halls p 267
51
Steel arches can be constructed to span distances in excess of ______ feet.
300 p 267
52
A ________ arch is constructed as a solid arch that may be built up from angles and webs with cross section similar to that of a beam.
girder p 267
53
A ________ arch is built using truss shapes with pin connections. The pin connections allow for slight movement between two halves due to ____________ or _____________ change.
trussed / settling / temperature p 267
54
The strength of steel is such that it can be used in very slender forms such as ______ and ________.
rods / cables p 268
55
Drawing steel bars through a ______ to produce wire greatly increases the strength of the steel.
die p 268
56
It is possible to produce wire for use in bridge cables with strengths as high as ___________ psi.
300,000 psi p 268
57
Because of the high compressive strength of steel, the cross section of steel columns can be very small compared to their to ________. Because of this slenderness, the possibility of ___________ is greater with steel columns than with columns made of other materials.
length / buckling p 268
58
The most common column cross-sections are the hollow _________, the rectangular _______ and the wide ________ shape similar to the cross sections of an I-beam.
cylinder / tube / flange p 268
59
Steel columns A property of a given column, known as its "______________ _______" is used in combination with the condition of the column end to determine the load that can be safely supported without buckling.
"slenderness ratio" p 269
60
The ___________ the numerical value of the slenderness ratio, the more likely it is that buckling will occur. In general, columns used for structural support in buildings should not have a slenderness ratio greater than ______.
higher / 120 p 269
61
Columns that are erected so they cannot _________ at their ends have less tendency to buckle than columns that are free to _________ at their ends.
rotate / rotate p 269
62
A very common floor design in steel frame buildings uses a lightweight concrete with a minimum thickness of ____ inches supported by __________ steel decking.
2 / corrugated p 270
63
Light gauge steel joist: The steel joist are produced with depths of ____ to ____ inches and can be spaced _____ to ____ inches apart depending on the span and the load to be supported.
6 to 12 / 16 to 48 p 270
64
The rigid connections used in the beam and girder type of frame have a greater _______ of _________ at the point of connection than do simple connections. Therefore, it takes much more heat to produce failure in _______ connections than it does in the less massive simple connections.
mass of steel / rigid p 270
65
Although the primary purpose of a gusset plate is to strengthen the connection, the gusset plate also increases the _______ _______ at the connection, thereby decreasing it possibility of failure.
steel mass p 271
66
In gabled rigid frame structures the ______ _______ between the roof and the wall will be the strongest part of the frame and the last part to fail.
knee joint p 271
67
In a structure with a large beam and girder frame made of repeating sections, the adjacent sections of the frame tend to be mutually ___________. These adjacent sections provide a degree of _____________ to the overall system that reinforces the structures strength.
supporting / redundancy p 271
68
If steel trusses are constructed with ________ chords and ___________ members and are simply supported on a bearing wall or beam, they can easily fail and collapse under fire conditions.
slender / diagonal p 272
69
A steel column encased in 3 inches of concrete with a siliceous aggregate would have a fire resistance of ______ hours.
four p 272
70
__________ can be used as an insulating material either in the form of flat boards or a plaster.
Gypsum p 272
71
Gypsum board is available as _________ or _________.
regular or type X p 272
72
Gypsum consists of approximately _____ percent entrapped water.
21 p 272
73
Gypsum The water turn to steam upon exposure to fire and, in doing so, absorbs the heat. This process is known as ___________.
calcination p 272
74
The most commonly used spray-applied fire resistive materials (SFRMs) are _________ fiber or expanded aggregate coatings such as ___________ and _________.
mineral / vermiculite / perlite p 273
75
The applied fireproofing can vary from ____ to ____ inches to produce a fire resistive rating of ___ to ___ hours.
7/8 - 1 7/8 / 1 to 4 p 273
76
______-_________ mineral fibers are relatively soft and can be easily dislodged from the steel.
Low-density p 273
77
High density SFRMs that use magnesium oxychloride have densities ranging from _____ to _____ lb/cu ft.
40 to 80 p 273
78
- Containing or composed of cement. Has cement like characteristics.
Cementitious p 273
79
The cementitious materials have densities varying from _____ to _____ lb/cu ft.
15 to 50 p 273
80
- Coating or paint like product that expands when exposed to the heat of a fire to create an insulating barrier that protects the material underneath.
Intumescent coating p 274
81
Intumescent coating The coating material will expand to _____ to ____ times its original volume. The expanded coating then acts as an ___________ material to protect the steel.
15 to 30 / insulating p 274
82
_________ coatings function in a manner similar to intumescent coatings except they are based on more complex organic materials and their reaction to heat is more complex.
Mastic p 274
83
- Usually refers to a suspended, insulating ceiling tile system.
Membrane ceiling p 274