wayground logo

Free Printable Worksheets

NEW

Font size

S
M
L
XL
Worksheets

Steel and Timber

Total questions: 60

Worksheet time: 30mins

Name
Class
Date
1.

1 Kip is equivalent to how many PSI?

a)

1,000

b)

3,790

c)

2,450

d)

10,000

2.

What are the two main good qualities of steel?

a)

Strength and Utility

b)

Strength and Ductility

c)

Ductility and Brittleness

d)

Validity and Reliability

3.

What is the composite of a Frame?

a)

Floors and Walls

b)

Slabs and Columns

c)

Columns and Beams

d)

Columns and Walls

4.

What are the main type of Structural elements?

a)

slab, beam, girder

b)

rafter, beam, slab

c)

column and girder

d)

beam, column, hanger

5.

Which condition leads to the total loss of strength of steel structure?

a)

Corrosion

b)

Brittleness

c)

Fire

d)

Corruption

6.

Thirty-six kips per square inch (ksi) is equal to 250 MPa

a)

True

b)

Not entirely true

c)

False

d)

Not entirely false

7.

There will be permanent deformation when steel is loaded below its yield point?

a)

True

b)

Not entirely true

c)

False

d)

Not entirely false

8.

Steel breaks when loaded beyond its 'failure point.'

a)

True

b)

Not entirely true

c)

False

d)

Not entirely false

9.

When steel is so loaded that it goes into its 'strain-hardening' range, it becomes brittle.

a)

True

b)

Not entirely true

c)

False

d)

Not entirely false

10.

The modulus of elasticity of steel varies according to its yield strength (Fy).

a)

True

b)

Not entirely true

c)

False

d)

Not entirely false

11.

What is the allowable shear stress for a steel with Fy=32ksi?

a)

19.2ksi

b)

16.6ksi

c)

18.3ksi

d)

17.8ksi

12.

Which part of the steel section resists shearing stress in beams?

a)

Web Toe

b)

The Web

c)

Top Flange

d)

Flanges

13.

What is the formula associated with axial stress?

a)

F=Mc/I

b)

F=P/A

c)

F=0.66Fy

d)

F=0.60Fy

14.

What steel section is composed of several plates that are welded together?

a)

rolled shapes

b)

Gerber beams

c)

built-up section

d)

trusses

15.

What is the meaning of LRFD?

a)

Load Resistance Factor Design

b)

Loaded Relevance in Fixed Deconstructivism

c)

Loading References for Fracture and Deformation

d)

Loading Rejection Fractal Determination

16.

Compression members are found in trusses.

a)

True

b)

Not Entirely True

c)

False

d)

Not Entirely False

17.

Which range of stresses in steel will not result to permanent deformation?

a)

Plastic range

b)

Archery range

c)

Strain-hardening range

d)

Elastic range

18.

A steel flag pole is a 'bi-athlete' structural element

a)

True

b)

Not Entirely True

c)

False

d)

Not Entirely False

19.

What formula is associated with beam design?

a)

F=P/A

b)

F=M/S

c)

I=bd3/12

d)

F=Bd/y

20.

Which one is the 'bi-athlete' structural element?

a)

Compression

b)

Beam

c)

Column subjected to bending

d)

Tension

21.

Using our understanding of how cantilevers reduce interior moment and deflection, we could create a series of cantilevers with hanging spans in a continuous system to maximize the use of materials. This combination of beams, referred to as?

a)

Compression Beam

b)

Beam

c)

Gerber Beam

d)

Tension

22.

Simplest from consists of two vertical poles with a horizontal pole spanning between them.

a)

Frame

b)

Vertical Pole

c)

Arch and Domes

d)

Walls

23.

A vault created by a series of arches

a)

Arch

b)

Axial Space

c)

Domes

d)

Frame

24.

A rotated arch; enclosed volume of space

a)

Arch

b)

Axial Space

c)

Domes

d)

Frame

25.

Has the potential to become load-bearing; the space is not as flexible

a)

walls

b)

Axial Space

c)

Domes

d)

Frame

26.

Joists, rafter, girder, beams, transfer beams, plate girders, large built-up sections

a)

Bending

b)

Compression

c)

Tension

d)

Bi-athlete

27.

the same members which have bending about two axes and compression or tension all at the same time

a)

Bending

b)

Compression

c)

Tension

d)

Bi-athlete

28.

hangers

a)

Bending

b)

Compression

c)

Tension

d)

Bi-athlete

29.

stress is directly proportional to the strain

a)

Plastic Range

b)

Elastic Range

c)

Strain Hardening

d)

Yield Point

30.

Increase strength but loss of ductility

a)

Plastic Range

b)

Elastic Range

c)

Strain Hardening

d)

Yield Point

31.

No permanent deformation

a)

Plastic Limit

b)

Elastic Limit

c)

Strain Hardening

d)

Yield Point

32.

Deformation is permanent beyond

a)

Plastic Limit

b)

Elastic Limit

c)

Strain Hardening

d)

Yield Point

33.

Rupture; breaking of the material

a)

Plastic Limit

b)

Elastic Limit

c)

Failure Point

d)

Yield Point

34.

ASTM

a)

American Society for Testing of Materials Specifications

b)

American Standard for Testing of Moment and Steel

c)

American Steel and Timber Material

d)

American Society of Testing for Materials

35.

Used for fabricating special members or to make gusset plates, stiffeners, and bearing plates

a)

Steel Plates

b)

Timber Plates

c)

Metal Plates

d)

Iron Plates

36.

Is measured relatively to the yield strength

a)

Ductility

b)

Moment

c)

Strength

d)

Shear

37.

The ability of the wire to flow or yield under the constant stress created; can undergo plastic deformation after being stressed beyond elastic limit; opposite of brittleness

a)

Ductility

b)

Moment

c)

Strength

d)

Shear

38.

Are forces acting on a structural component and are represented as uniform on varying forces or points.

a)

Material weights

b)

People and Equipment

c)

Loads

d)

Dead loads

39.

Permanent loads generated by the constructional system

a)

Material weights

b)

People and Equipment

c)

Loads

d)

Dead loads

40.

Primarily horizontal but can induce vertical forces when blowing over surfaces

a)

Earthquakes

b)

Wind forces

c)

Loads

d)

Dead loads

41.

Forces acting horizontally or having a component which acts normal

a)

Wind forces

b)

Live Loads

c)

Lateral Loads

d)

Dead loads

42.

Most common elements used in structures; primary bending members

a)

Beam

b)

Columns

c)

Hangers

d)

Tension

43.

Purely axially loaded member

a)

Beam

b)

Columns

c)

Hangers

d)

Tension

44.

Carries pure compression

a)

Beam

b)

Columns

c)

Hangers

d)

Tension

45.

Designed to work primarily as simply supported, uniformly loaded beams

a)

Open web

b)

Open steel Web

c)

Open web Steel

d)

Steel decks

46.

Produced in av variety of shapes corresponding to the 3 basic construction method

a)

Open web

b)

Open steel Web

c)

Open web Steel

d)

Steel decks

47.

Lateral stability provided in joists system

a)

High Yield Stress

b)

Bridging

c)

Open web Steel

d)

Steel decks

48.

Structural components that are subjected to loads or components of loads which acts as perpendicular to their axis

a)

High Yield Stress

b)

Beam

c)

Column

d)

Steel decks

49.

A combination of Beams

a)

Gerber Beams

b)

Compiled Beam

c)

Plate Girders

d)

Built-up Sections

50.

The failure of web in pure compression

a)

Web Yielding

b)

Compiled Beam

c)

Web Crippling

d)

Built-up Sections

51.

A state in which the web of the member will actually buckle under high localized loading

a)

Web Yielding

b)

Compiled Beam

c)

Web Crippling

d)

Built-up Sections

52.

Used on the most ordinary buildings in the form of lintels

a)

Web Yielding

b)

Compiled Beam

c)

Web Crippling

d)

Built-up Sections

53.

A type of built-up beam since it is fabricated by cutting an I and W shape along the web

a)

Castellated Beam

b)

Compiled Beam

c)

Cover Plates

d)

Built-up Sections

54.

Typically welded, but may be bolted or riveted to the flanges

a)

Castellated Beam

b)

Compiled Beam

c)

Cover Plates

d)

Built-up Sections

55.

Axially loaded members in compression

a)

Girder

b)

Beam

c)

Column

d)

Built-up Sections

56.

Focuses on the moment of inertia; the longer the column, the weaker it gets

a)

Radius of Gyration

b)

Moment of Inertia

c)

Column

d)

Built-up Sections

57.

AISC

a)

American Institution of Strength and Cutipie

b)

America's Internal Steel Configuration

c)

American Institute of Steel Construction

d)

Built-up Sections

58.

Pure compression elements

a)

Vertical Poles

b)

Horizontal Poles

c)

Longitudinal Poles

d)

Latitudinal Poles

59.

Primarily gravity loads but in some instances. they may cause forces which act in some other direction

a)

Material Weights

b)

People and Equipment

c)

Live Loads

d)

Lateral Loads

60.

Works as deep as horizontal beams; rigid or flexible

a)

Lungs

b)

Heart

c)

Diaphragms

d)

Trussed Floor