WorksheetsSTRUCTURAL CONCEPTUALIZATION - M-02 - 01
Total questions: 50
Worksheet time: 25mins
also known as W-beams or double-T especially in Polish and German; horizontal elements are flanges, while the vertical element is the web
I-Beam
C-Beam
H-Beam
U-Beam
None of the Above
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
I-Beam
C-Beam
H-Beam
U-Beam
None of the Above
formed by hot rolling or extrusion
Rolled I-beam
Plate Girder
Rolled Steel Joist
HSS-shape
None of the Above
formed by welding (or occasionally bolting or riveting) plates
Rolled I-beam
Plate Girder
Rolled Steel Joist
HSS-shape
None of the Above
common type of I-beam sometimes incorrectly rendered as 'reinforced steel joist'
Rolled I-beam
Plate Girder
Rolled Steel Joist
HSS-shape
None of the Above
shaping of plate metal by rolling very hot slabs of metal
Hot Rolling
Flattening
Cold Rolling
Extrusion
None of the Above
rolling at room temperature, usually to obtain improved surface finish or higher tensile strength
Hot Rolling
Flattening
Cold Rolling
Extrusion
None of the Above
metal shape is produced by forcing a hot metal through an orifice in a die by means of a pressure ram
Hot Rolling
Flattening
Cold Rolling
Extrusion
None of the Above
the stiffness of the I-beam will be chosen to minimize deformation
Deflection
Vibration
Local Yield
Shear Failure
None of the Above
the stiffness and mass are chosen to prevent unacceptable vibrations, particularly in settings sensitive to vibrations, such as offices and libraries
Deflection
Vibration
Local Yield
Shear Failure
None of the Above
caused by concentrated loads, such as at the beam's point of support
Deflection
Vibration
Local Yield
Shear Failure
None of the Above
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.
Deflection
Vibration
Local Yield
Shear Failure
None of the Above
bending failure where the stress in the cross section exceeds the yield stress
Yielding
Lateral Torsional Buckling
Local Buckling
Buckling/ Yielding of Components
None of the Above
bending failure where a flange in compression tends to buckle sideways or the entire cross-section buckles torsionally
Yielding
Lateral Torsional Buckling
Local Buckling
Buckling/ Yielding of Components
None of the Above
bending failure where the flange or web is so slender as to buckle locally
Yielding
Lateral Torsional Buckling
Local Buckling
Buckling/ Yielding of Components
None of the Above
for example, of stiffeners used to provide stability to the I-beam's web
Yielding
Lateral Torsional Buckling
Local Buckling
Buckling/ Yielding of Components
None of the Above
What is HSS?
Hollow Stainless Steel
Hollow Side Steel
Hollow Structural Steel
Hollow Structural Stainless Steel
None of the Above
a type of metal profile with a hollow tubular cross-section
Hollow Stainless Steel
Hollow Tubular Steel
Tubular Stainless Steel
Hollow Structural Steel
None of the Above
Other name for HSS-Shape in other countries
It goes by the same name
Stainless Hollow Steel
Structural Hollow Section
Structural Hollow Steel
None of the Above
What is HSS-Shape filled with to improve fire rating as well as robustness
copper
Reinforcement bars
Wood fillings
Concrete
None of the Above
also known as 'angle bar'; an L-shaped steel bar pr structural steel member
Angle Iron
Channel Bar
Tee
Rail Profile
None of the Above
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
Angle Iron
Channel Bar
Tee
Rail Profile
None of the Above
a rolled metal shape having a cross-section resembling the letter T
Angle Iron
Channel Bar
Tee
Rail Profile
None of the Above
a hot rolled steel profile of a specific shape or cross section (an asymmetrical I-beam)
Angle Iron
Channel Bar
Tee
Rail Profile
None of the Above
a solid metal product having square, rectangular, or other simple symmetrical cross-sectional shape and a length much greater than its width
Bar
Plate
Rod
Open-Web Steel Joist
None of the Above
a steel girder built up of plates and angles (or other structural shapes), welded or riveted together
Bar
Plate
Rod
Open-Web Steel Joist
None of the Above
a solid metal product that is long in relation to its cross-section
Bar
Plate
Rod
Open-Web Steel Joist
None of the Above
a steel truss having an open web whose component parts are either hot rolled structural shapes or cold-formed light-gauge steel shapes
Bar
Plate
Rod
Open-Web Steel Joist
None of the Above
the temperature where a steel transforms to an austenite crystal structure
Austenizing Temperature
Boiling Temperature
Freezing Temperature
Transfiguration Temperature
None of the Above
the temperature at which pure iron starts to austenize
900°C
1130°C
1492°C
724°C
None of the Above
the lowest temperature at which plain carbon steel can begin to melt
900°C
1130°C
1492°C
724°C
None of the Above
the lowest temperature at which pure iron starts to melt
900°C
1130°C
1492°C
724°C
None of the Above
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
Fire-rating
Fireproofing
Insulating
Firewatching
None of the Above
what should be installed in accordance with an appropriate certification listing that complies with the local building code?
A. Penetrants in firewalls
B. ferrous cable trays in organic firestops
C. reinforcement bars in firewalls
only A & B
Only B & C
requires a great deal of spray fireproofing because they are not very massive and also because they are so open
I-beam
Open Web Steel Joists
Structural Steel
HSS-Shape
None of the Above
requires external insulation (fireproofing) in order to prevent the steel from weakening in the event of a fire
I-beam
Open Web Steel Joists
Structural Steel
HSS-Shape
None of the Above
carries the roof load between trusses or rafters
Purlin
Rafter
Lintel
Joist
None of the Above
usually a sloping beam carrying the reaction of purlins
Purlin
Rafter
Lintel
Joist
None of the Above
carries the masonry across the opening made by a door or window
Purlin
Rafter
Lintel
Joist
None of the Above
closely spaced beams supporting the floor of a building
Purlin
Rafter
Lintel
Joist
None of the Above
large sized beams usually carrying the floor beams
Girder
Stringer
Spandrel
Grade Beam
Shaft
similar to a joist, it carries the flooring of a bridge
Girder
Stringer
Spandrel
Grade Beam
Shaft
spans between columns and support the floors and curtain walls
Girder
Stringer
Spandrel
Grade Beam
Shaft
lowermost spandrel of a building that has no basement
Girder
Stringer
Spandrel
Grade Beam
Shaft
circular beam that transmits power to the machinery; also carries torsion in addition to shear and flexure
Girder
Stringer
Spandrel
Grade Beam
Shaft
a rigid, relatively slender structural member designated primarily to support axial, comprehensive loads applied at the member ends.
Column and Column Design
Pillar
Post
Pilaster
None of the Above
an upright, relatively slender shaft or structure, usually of brick or stone, used as a building support or standing alone as a moment
Column and Column Design
Pillar
Post
Pilaster
None of the Above
a stiff vertical support, esp. a wooden column in timber framing
Column and Column Design
Pillar
Post
Pilaster
None of the Above
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
Column and Column Design
Pillar
Post
Pilaster
None of the Above
a pilaster, column or similar feature projecting from a corner of a building
Pilaster
Canton
Post
Column
None of the Above
