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STRUCTURAL CONCEPTUALIZATION - M-02 - 01

Total questions: 50

Worksheet time: 25mins

Name
Class
Date
1.

also known as W-beams or double-T especially in Polish and German; horizontal elements are flanges, while the vertical element is the web

a)

I-Beam

b)

C-Beam

c)

H-Beam

d)

U-Beam

e)

None of the Above

2.

the cross-section has a reduced capacity in the transverse direction and is also inefficient in carrying torsion, for which hollow structural sections are often preferred

a)

I-Beam

b)

C-Beam

c)

H-Beam

d)

U-Beam

e)

None of the Above

3.

formed by hot rolling or extrusion

a)

Rolled I-beam

b)

Plate Girder

c)

Rolled Steel Joist

d)

HSS-shape

e)

None of the Above

4.

formed by welding (or occasionally bolting or riveting) plates

a)

Rolled I-beam

b)

Plate Girder

c)

Rolled Steel Joist

d)

HSS-shape

e)

None of the Above

5.

common type of I-beam sometimes incorrectly rendered as 'reinforced steel joist'

a)

Rolled I-beam

b)

Plate Girder

c)

Rolled Steel Joist

d)

HSS-shape

e)

None of the Above

6.

shaping of plate metal by rolling very hot slabs of metal

a)

Hot Rolling

b)

Flattening

c)

Cold Rolling

d)

Extrusion

e)

None of the Above

7.

rolling at room temperature, usually to obtain improved surface finish or higher tensile strength

a)

Hot Rolling

b)

Flattening

c)

Cold Rolling

d)

Extrusion

e)

None of the Above

8.

metal shape is produced by forcing a hot metal through an orifice in a die by means of a pressure ram

a)

Hot Rolling

b)

Flattening

c)

Cold Rolling

d)

Extrusion

e)

None of the Above

9.

the stiffness of the I-beam will be chosen to minimize deformation

a)

Deflection

b)

Vibration

c)

Local Yield

d)

Shear Failure

e)

None of the Above

10.

the stiffness and mass are chosen to prevent unacceptable vibrations, particularly in settings sensitive to vibrations, such as offices and libraries

a)

Deflection

b)

Vibration

c)

Local Yield

d)

Shear Failure

e)

None of the Above

11.

caused by concentrated loads, such as at the beam's point of support

a)

Deflection

b)

Vibration

c)

Local Yield

d)

Shear Failure

e)

None of the Above

12.

where the web fails; slender webs will fail by buckling, ripping in a phenomenon termed tension field action but shear failure is also resisted by the stiffness of the flanges.

a)

Deflection

b)

Vibration

c)

Local Yield

d)

Shear Failure

e)

None of the Above

13.

bending failure where the stress in the cross section exceeds the yield stress

a)

Yielding

b)

Lateral Torsional Buckling

c)

Local Buckling

d)

Buckling/ Yielding of Components

e)

None of the Above

14.

bending failure where a flange in compression tends to buckle sideways or the entire cross-section buckles torsionally

a)

Yielding

b)

Lateral Torsional Buckling

c)

Local Buckling

d)

Buckling/ Yielding of Components

e)

None of the Above

15.

bending failure where the flange or web is so slender as to buckle locally

a)

Yielding

b)

Lateral Torsional Buckling

c)

Local Buckling

d)

Buckling/ Yielding of Components

e)

None of the Above

16.

for example, of stiffeners used to provide stability to the I-beam's web

a)

Yielding

b)

Lateral Torsional Buckling

c)

Local Buckling

d)

Buckling/ Yielding of Components

e)

None of the Above

17.

What is HSS?

a)

Hollow Stainless Steel

b)

Hollow Side Steel

c)

Hollow Structural Steel

d)

Hollow Structural Stainless Steel

e)

None of the Above

18.

a type of metal profile with a hollow tubular cross-section

a)

Hollow Stainless Steel

b)

Hollow Tubular Steel

c)

Tubular Stainless Steel

d)

Hollow Structural Steel

e)

None of the Above

19.

Other name for HSS-Shape in other countries

a)

It goes by the same name

b)

Stainless Hollow Steel

c)

Structural Hollow Section

d)

Structural Hollow Steel

e)

None of the Above

20.

What is HSS-Shape filled with to improve fire rating as well as robustness

a)

copper

b)

Reinforcement bars

c)

Wood fillings

d)

Concrete

e)

None of the Above

21.

also known as 'angle bar'; an L-shaped steel bar pr structural steel member

a)

Angle Iron

b)

Channel Bar

c)

Tee

d)

Rail Profile

e)

None of the Above

22.

also known as 'channel iron'; a rolled iron or steel bar whose U-shape cross section is formed by a broad central section called a 'web', with a flange on both sides

a)

Angle Iron

b)

Channel Bar

c)

Tee

d)

Rail Profile

e)

None of the Above

23.

a rolled metal shape having a cross-section resembling the letter T

a)

Angle Iron

b)

Channel Bar

c)

Tee

d)

Rail Profile

e)

None of the Above

24.

a hot rolled steel profile of a specific shape or cross section (an asymmetrical I-beam)

a)

Angle Iron

b)

Channel Bar

c)

Tee

d)

Rail Profile

e)

None of the Above

25.

a solid metal product having square, rectangular, or other simple symmetrical cross-sectional shape and a length much greater than its width

a)

Bar

b)

Plate

c)

Rod

d)

Open-Web Steel Joist

e)

None of the Above

26.

a steel girder built up of plates and angles (or other structural shapes), welded or riveted together

a)

Bar

b)

Plate

c)

Rod

d)

Open-Web Steel Joist

e)

None of the Above

27.

a solid metal product that is long in relation to its cross-section

a)

Bar

b)

Plate

c)

Rod

d)

Open-Web Steel Joist

e)

None of the Above

28.

a steel truss having an open web whose component parts are either hot rolled structural shapes or cold-formed light-gauge steel shapes

a)

Bar

b)

Plate

c)

Rod

d)

Open-Web Steel Joist

e)

None of the Above

29.

the temperature where a steel transforms to an austenite crystal structure

a)

Austenizing Temperature

b)

Boiling Temperature

c)

Freezing Temperature

d)

Transfiguration Temperature

e)

None of the Above

30.

the temperature at which pure iron starts to austenize

a)

900°C

b)

1130°C

c)

1492°C

d)

724°C

e)

None of the Above

31.

the lowest temperature at which plain carbon steel can begin to melt

a)

900°C

b)

1130°C

c)

1492°C

d)

724°C

e)

None of the Above

32.

the lowest temperature at which pure iron starts to melt

a)

900°C

b)

1130°C

c)

1492°C

d)

724°C

e)

None of the Above

33.

the time it takes for the steel element that is being tested to reach the temperature set by the national standard determines the duration of the fire-resistance rating

a)

Fire-rating

b)

Fireproofing

c)

Insulating

d)

Firewatching

e)

None of the Above

34.

what should be installed in accordance with an appropriate certification listing that complies with the local building code?

a)

A. Penetrants in firewalls

b)

B. ferrous cable trays in organic firestops

c)

C. reinforcement bars in firewalls

d)

only A & B

e)

Only B & C

35.

requires a great deal of spray fireproofing because they are not very massive and also because they are so open

a)

I-beam

b)

Open Web Steel Joists

c)

Structural Steel

d)

HSS-Shape

e)

None of the Above

36.

requires external insulation (fireproofing) in order to prevent the steel from weakening in the event of a fire

a)

I-beam

b)

Open Web Steel Joists

c)

Structural Steel

d)

HSS-Shape

e)

None of the Above

37.

carries the roof load between trusses or rafters

a)

Purlin

b)

Rafter

c)

Lintel

d)

Joist

e)

None of the Above

38.

usually a sloping beam carrying the reaction of purlins

a)

Purlin

b)

Rafter

c)

Lintel

d)

Joist

e)

None of the Above

39.

carries the masonry across the opening made by a door or window

a)

Purlin

b)

Rafter

c)

Lintel

d)

Joist

e)

None of the Above

40.

closely spaced beams supporting the floor of a building

a)

Purlin

b)

Rafter

c)

Lintel

d)

Joist

e)

None of the Above

41.

large sized beams usually carrying the floor beams

a)

Girder

b)

Stringer

c)

Spandrel

d)

Grade Beam

e)

Shaft

42.

similar to a joist, it carries the flooring of a bridge

a)

Girder

b)

Stringer

c)

Spandrel

d)

Grade Beam

e)

Shaft

43.

spans between columns and support the floors and curtain walls

a)

Girder

b)

Stringer

c)

Spandrel

d)

Grade Beam

e)

Shaft

44.

lowermost spandrel of a building that has no basement

a)

Girder

b)

Stringer

c)

Spandrel

d)

Grade Beam

e)

Shaft

45.

circular beam that transmits power to the machinery; also carries torsion in addition to shear and flexure

a)

Girder

b)

Stringer

c)

Spandrel

d)

Grade Beam

e)

Shaft

46.

a rigid, relatively slender structural member designated primarily to support axial, comprehensive loads applied at the member ends.

a)

Column and Column Design

b)

Pillar

c)

Post

d)

Pilaster

e)

None of the Above

47.

an upright, relatively slender shaft or structure, usually of brick or stone, used as a building support or standing alone as a moment

a)

Column and Column Design

b)

Pillar

c)

Post

d)

Pilaster

e)

None of the Above

48.

a stiff vertical support, esp. a wooden column in timber framing

a)

Column and Column Design

b)

Pillar

c)

Post

d)

Pilaster

e)

None of the Above

49.

a column that is attached to a wall; a shallow rectangular feature projecting from a wall, having a capital and a base architecturally treated as a column

a)

Column and Column Design

b)

Pillar

c)

Post

d)

Pilaster

e)

None of the Above

50.

a pilaster, column or similar feature projecting from a corner of a building

a)

Pilaster

b)

Canton

c)

Post

d)

Column

e)

None of the Above