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WorksheetsSteel and Timber
Total questions: 60
Worksheet time: 30mins
1 Kip is equivalent to how many PSI?
1,000
3,790
2,450
10,000
What are the two main good qualities of steel?
Strength and Utility
Strength and Ductility
Ductility and Brittleness
Validity and Reliability
What is the composite of a Frame?
Floors and Walls
Slabs and Columns
Columns and Beams
Columns and Walls
What are the main type of Structural elements?
slab, beam, girder
rafter, beam, slab
column and girder
beam, column, hanger
Which condition leads to the total loss of strength of steel structure?
Corrosion
Brittleness
Fire
Corruption
Thirty-six kips per square inch (ksi) is equal to 250 MPa
True
Not entirely true
False
Not entirely false
There will be permanent deformation when steel is loaded below its yield point?
True
Not entirely true
False
Not entirely false
Steel breaks when loaded beyond its 'failure point.'
True
Not entirely true
False
Not entirely false
When steel is so loaded that it goes into its 'strain-hardening' range, it becomes brittle.
True
Not entirely true
False
Not entirely false
The modulus of elasticity of steel varies according to its yield strength (Fy).
True
Not entirely true
False
Not entirely false
What is the allowable shear stress for a steel with Fy=32ksi?
19.2ksi
16.6ksi
18.3ksi
17.8ksi
Which part of the steel section resists shearing stress in beams?
Web Toe
The Web
Top Flange
Flanges
What is the formula associated with axial stress?
F=Mc/I
F=P/A
F=0.66Fy
F=0.60Fy
What steel section is composed of several plates that are welded together?
rolled shapes
Gerber beams
built-up section
trusses
What is the meaning of LRFD?
Load Resistance Factor Design
Loaded Relevance in Fixed Deconstructivism
Loading References for Fracture and Deformation
Loading Rejection Fractal Determination
Compression members are found in trusses.
True
Not Entirely True
False
Not Entirely False
Which range of stresses in steel will not result to permanent deformation?
Plastic range
Archery range
Strain-hardening range
Elastic range
A steel flag pole is a 'bi-athlete' structural element
True
Not Entirely True
False
Not Entirely False
What formula is associated with beam design?
F=P/A
F=M/S
I=bd3/12
F=Bd/y
Which one is the 'bi-athlete' structural element?
Compression
Beam
Column subjected to bending
Tension
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?
Compression Beam
Beam
Gerber Beam
Tension
Simplest from consists of two vertical poles with a horizontal pole spanning between them.
Frame
Vertical Pole
Arch and Domes
Walls
A vault created by a series of arches
Arch
Axial Space
Domes
Frame
A rotated arch; enclosed volume of space
Arch
Axial Space
Domes
Frame
Has the potential to become load-bearing; the space is not as flexible
walls
Axial Space
Domes
Frame
Joists, rafter, girder, beams, transfer beams, plate girders, large built-up sections
Bending
Compression
Tension
Bi-athlete
the same members which have bending about two axes and compression or tension all at the same time
Bending
Compression
Tension
Bi-athlete
hangers
Bending
Compression
Tension
Bi-athlete
stress is directly proportional to the strain
Plastic Range
Elastic Range
Strain Hardening
Yield Point
Increase strength but loss of ductility
Plastic Range
Elastic Range
Strain Hardening
Yield Point
No permanent deformation
Plastic Limit
Elastic Limit
Strain Hardening
Yield Point
Deformation is permanent beyond
Plastic Limit
Elastic Limit
Strain Hardening
Yield Point
Rupture; breaking of the material
Plastic Limit
Elastic Limit
Failure Point
Yield Point
ASTM
American Society for Testing of Materials Specifications
American Standard for Testing of Moment and Steel
American Steel and Timber Material
American Society of Testing for Materials
Used for fabricating special members or to make gusset plates, stiffeners, and bearing plates
Steel Plates
Timber Plates
Metal Plates
Iron Plates
Is measured relatively to the yield strength
Ductility
Moment
Strength
Shear
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
Ductility
Moment
Strength
Shear
Are forces acting on a structural component and are represented as uniform on varying forces or points.
Material weights
People and Equipment
Loads
Dead loads
Permanent loads generated by the constructional system
Material weights
People and Equipment
Loads
Dead loads
Primarily horizontal but can induce vertical forces when blowing over surfaces
Earthquakes
Wind forces
Loads
Dead loads
Forces acting horizontally or having a component which acts normal
Wind forces
Live Loads
Lateral Loads
Dead loads
Most common elements used in structures; primary bending members
Beam
Columns
Hangers
Tension
Purely axially loaded member
Beam
Columns
Hangers
Tension
Carries pure compression
Beam
Columns
Hangers
Tension
Designed to work primarily as simply supported, uniformly loaded beams
Open web
Open steel Web
Open web Steel
Steel decks
Produced in av variety of shapes corresponding to the 3 basic construction method
Open web
Open steel Web
Open web Steel
Steel decks
Lateral stability provided in joists system
High Yield Stress
Bridging
Open web Steel
Steel decks
Structural components that are subjected to loads or components of loads which acts as perpendicular to their axis
High Yield Stress
Beam
Column
Steel decks
A combination of Beams
Gerber Beams
Compiled Beam
Plate Girders
Built-up Sections
The failure of web in pure compression
Web Yielding
Compiled Beam
Web Crippling
Built-up Sections
A state in which the web of the member will actually buckle under high localized loading
Web Yielding
Compiled Beam
Web Crippling
Built-up Sections
Used on the most ordinary buildings in the form of lintels
Web Yielding
Compiled Beam
Web Crippling
Built-up Sections
A type of built-up beam since it is fabricated by cutting an I and W shape along the web
Castellated Beam
Compiled Beam
Cover Plates
Built-up Sections
Typically welded, but may be bolted or riveted to the flanges
Castellated Beam
Compiled Beam
Cover Plates
Built-up Sections
Axially loaded members in compression
Girder
Beam
Column
Built-up Sections
Focuses on the moment of inertia; the longer the column, the weaker it gets
Radius of Gyration
Moment of Inertia
Column
Built-up Sections
AISC
American Institution of Strength and Cutipie
America's Internal Steel Configuration
American Institute of Steel Construction
Built-up Sections
Pure compression elements
Vertical Poles
Horizontal Poles
Longitudinal Poles
Latitudinal Poles
Primarily gravity loads but in some instances. they may cause forces which act in some other direction
Material Weights
People and Equipment
Live Loads
Lateral Loads
Works as deep as horizontal beams; rigid or flexible
Lungs
Heart
Diaphragms
Trussed Floor
