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Test your basic knowledge |
Building Construction Management Vocab
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Study First
Subjects
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industries
,
construction
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business-skills
Instructions:
Answer 50 questions in 15 minutes.
If you are not ready to take this test, you can
study here
.
Match each statement with the correct term.
Don't refresh. All questions and answers are randomly picked and ordered every time you load a test.
This is a study tool. The 3 wrong answers for each question are randomly chosen from answers to other questions. So, you might find at times the answers obvious, but you will see it re-enforces your understanding as you take the test each time.
1. A beam that spans between columns on the exterior face of a frame structure.
OSB
Concrete - its components - and their function in the mix
Dewatering
Spandrel beam
2. Lumber that ranges from 2 in. to 4 in. thick. The actual dimensions are smaller than the nominal dimensions.
Differential/Uniform Foundation Settlement
Type I-V Concrete - and the Roles for Each
SD
Dimensional Lumber - and nominal vs actual dimensions
3. Slender - closely spaced - parallel beams in a wood light (or light-gauge steel) frame floor.
Prefabricated v. site-built masonry cladding
Joist
Rebar and Welded Wire Fabric (WWF)
Wrought iron v. mild steel
4. A surface coating that reflects most of the long-wave radiation.
low-e coating
Veneer
Building Code
Rebar and Welded Wire Fabric (WWF)
5. A surface coating that reflects most of the long-wave radiation.
Wood Light Framing
Dewatering
Pile and Pile Driver
low-e coating
6. A large-diameter - deep reinforced-concrete foundation element made by drilling a hole into the ground and filling it with concrete; an enclosure that permits excavation work to be carried out under water.
Caisson
Glue-Laminated Lumber
Sheet Piles and Shoring
OSB
7. Chemical compounds that are used in concrete mixes to increase the workability of the mix without reducing the slump.
Shallow vs. Deep Foundations
Glue-Laminated Lumber
Bentonite Slurry Wall
Plasticizers
8. Slender - closely spaced - parallel beams in a wood light (or light-gauge steel) frame floor.
Pre-tentioning and Post-tentioning
Permanent Concrete Freeze-Thaw Protection
Joist
Cee Channel - Runner Channel - Tracks
9. Control Joint: A sawed or tooled joint on the top surface of a concrete slab-on-ground; a continuous vertical joint in a concrete masonry wall. Cold Joint: A nonmovement joint resulting when fresh concrete is placed against previously placed concrete
Spandrel beam
CM
Concrete Control Joints and Cold Joints
OSB
10. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Dewatering
Cold-Formed Light Gauge Steel Members
Cold-Formed Light Gauge Steel Members
Rafter
11. Post-tentioning: Subjecting a concrete or masonry member to compressive stresses by tensioning high-strength steel strands (wires) after the concrete has developed sufficient strength.
Concrete - its components - and their function in the mix
Pre-tentioning and Post-tentioning
AISC standard structural shapes
Re-Shoring
12. A structural frame assembly composed primarily of dimension lumber studs - floor joists - and roof rafters and panels of wood-based sheathing materials. Usually 16' OC.
GFRC
CM
Wood Light Framing
Stucco - its components and layers
13. Soldier Piles are placed into pre-drilled holes that are filled with concrete after the piles are set. Excavation begins - and as the pit is dug deeper - lagging is bolted to the soldier piles to support them.
curtain walls
Soldier Piles and Lagging
Concrete Control Joints and Cold Joints
low-e coating
14. A structural frame assembly composed primarily of dimension lumber studs - floor joists - and roof rafters and panels of wood-based sheathing materials. Usually 16' OC.
Wood Light Framing
One-Way vs. Two-Way Slabs
Building Code
EIFS
15. Sump: Dig sump pits that are sufficiently below the elevation of the excavation - then use sump pumps to drain the water out of the pits and pump it away from the site. Well Point: A number of vertical pipes are sunk around the perimeter of the excav
EIFS
Sump and Well Point Dewatering
Type I-V Concrete - and the Roles for Each
Soldier Piles and Lagging
16. Used where columns are lightly loaded or bear on soils with a high bearing capacity.
Insulated metal panels
Insulated metal panels
The Three Parts of Construction Management
Column Footing
17. A thin layer of material over a back-up component.
Veneer
Truss - Bottom Chord and Top Chord
Column Footing
Fire Safety Exiting Requirements
18. Use air-entrainment in the concrete mix
Permanent Concrete Freeze-Thaw Protection
AISC standard structural shapes
Floating and Troweling
AISC standard structural shapes
19. They review the plan sets to make sure they meet code requirements - then they will issue building permits if all codes and regulations are met. During the construction process - an inspector will be called to review the construction of specific part
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20. Laminated Veneer Lumber: Dried wood veneers laminated in layers - all oriented in the same direction - to form a large structural member.
AISC standard structural shapes
One-Way vs. Two-Way Slabs
Wood Light Framing
LVL
21. Rebar: An deformed steel bar used as concrete reinforcement. Welded-Wire Reinforcement: A prefabricated rectangular grid of steel wires spot-welded together at intersections - used as reinforcement in concrete slabs.
heat-soaked tempered glass
Friction vs. End-bearing Pile
Hollow Core Slabs and Planks
Rebar and Welded Wire Fabric (WWF)
22. ...
Precasting vs Site-Casting: Methods & Pros and Cons
Glue-Laminated Lumber
Floating and Troweling
Type I-V Concrete - and the Roles for Each
23. Design-Build
Slump Test
Friction vs. End-bearing Pile
Steps in Forming a Reinforced Concrete Wall
DB
24. Shoring placed under concrete to support it while it cures.
Re-Shoring
Admixture
Concrete - its components - and their function in the mix
CM
25. A thin layer of material over a back-up component.
The role of lime in mortar and mortar types
Veneer
The Three Phases of Construction Management
Contiguous Bored Concrete Piles and Secant Piles
26. A test that measures the workability of fresh concrete by filling a cone-shaped mold with concrete - removing the mold - and measuring the height to which the concrete settles below its original height.
Tie Backs
Slump Test
Friction vs. End-bearing Pile
Stone cladding
27. Truss: a structural member with triangulated - linear elements - typically used for large spans. Bottom Chord:
Veneer
Steps in Forming a Reinforced Concrete Wall
Truss - Bottom Chord and Top Chord
Zoning Ordinance
28. Flat glass obtained by heating and then gradually cooling it to relieve internal stresses that develop during the early stage of its manufacturing process. Annealed glass is the basic form of flat glass.
Steps in Forming a Reinforced Concrete Wall
Annealed glass
SD
Stone cladding
29. Method of sawing a log by sawing in one or two directions only. The grain pattern varies from nearly parallel to the wide face to perpendicular. vs. A method of sawing lumber where the log is cut radially into four quarters and then sawed along radia
Flat-Sawn vs. Quarter-Sawn Lumber
low-e coating
Cold Weather Concrete Construction Protection Measures
Concrete - its components - and their function in the mix
30. A stuccolike exterior finish that includes a layer of foam insulation - fiberglass reinforcing mesh - and one or two coats of a polymer-based finish - also called synthetic stucco.
Tinted glass
Concrete Control Joints and Cold Joints
EIFS
Tie Backs
31. Sheet steel that is hot-dip galvanized.
Bentonite Slurry Wall
Type I-V Concrete - and the Roles for Each
Cee Channel - Runner Channel - Tracks
Cold-Formed Light Gauge Steel Members
32. Hollow Core Slabs: Precast - prestressed concrete slabs that contain voids in their central region that reduce dead loads by 40-50%. - Planks: Precast concrete slabs that are solid.
AISC standard structural shapes
Spandrel beam
Hollow Core Slabs and Planks
Contiguous Bored Concrete Piles and Secant Piles
33. A document that describes regulations for the use of land in a particular jurisdiction.
low-e coating
Slip-critical v. snug-tight connections
Building Inspector's Process
Zoning Ordinance
34. Wrought iron is corrosive resistant - time consuming to make - and contains about .02% carbon. VS. Mild Steel contains .1-2.5% carbon and is much stronger and easier to make.
Wrought iron v. mild steel
Wood Light Framing
EIFS
Advantages and Disadvantages of High Strength Concrete
35. Construction Management
tempered glass
Flat-Sawn vs. Quarter-Sawn Lumber
EIFS
CM
36. Pile: Driven or drilled long - slender foundation element. Pile: a piece of machinery used to drive piles into the ground.
heat-soaked tempered glass
Pile and Pile Driver
Annealed glass
Tendons
37. One-Way Slab: An elevated reinforced concrete slab where most of the load on the slab is carried to the supporting beams in one direction; a four-sided - supported rectangular slab whose length is greater than or equal to twice its width. Two Way Sla
Concrete Control Joints and Cold Joints
Dewatering
Type I-V Concrete - and the Roles for Each
One-Way vs. Two-Way Slabs
38. Use air-entrainment in the concrete mix
Permanent Concrete Freeze-Thaw Protection
The Three Parts of Construction Management
Advantages and Disadvantages of High Strength Concrete
One-Way vs. Two-Way Slabs
39. Place where materials are stored on or near the project site.
SD
Type I-V Concrete - and the Roles for Each
DBB
Laydown Yard/Staging Area
40. Snug-tight = hand tightened by a worker. Slip-Critical = hand tightened - then extra tightening to a certain tensile strength. Shear resistance is provided by the friction between the connected surfaces.
Slip-critical v. snug-tight connections
Fire Safety Exiting Requirements
DD
Annealed glass
41. Oriented Strandboard: A wood-based panel made by gluing several layers of wood strands under heat and pressure so that the adjacent layers are oriented in opposite directions.
Hollow Core Slabs and Planks
Re-Shoring
Stucco - its components and layers
OSB
42. Advantages: High early strength Disadvantages: Very expensive
Advantages and Disadvantages of High Strength Concrete
Fire Safety Exiting Requirements
Prefabricated brick panel curtainwall
Wrought iron v. mild steel
43. The ability of a building assembly to endure fire - measured in hours or minutes of time and determined from standardized full-scale tests.
Precasting vs Site-Casting: Methods & Pros and Cons
Tie Backs
Fire Resistance Rating
Flex anchors
44. A rafter is one of a series of sloped structural members that extends from the ridge or the hip down to the downslope perimeter of the eave - designed to support the roof deck and its loads.
Column Footing
Rafter
Mat Foundation
Truss - Bottom Chord and Top Chord
45. Parallel-Strand Lumber: Manufactured wood product composed of narrow strands of veneered lumber glued together - all oriented in the same direction to form a member of large cross section.
PSL
Shallow vs. Deep Foundations
Flat-Sawn vs. Quarter-Sawn Lumber
Prefabricated v. site-built masonry cladding
46. A fastener that connects an exterior cladding to the supporting frame to resist lateral loads
Tie Backs
Shallow vs. Deep Foundations
heat-soaked tempered glass
Fire Resistance Rating
47. A type of tempered glass obtained from a process that reduces (or eliminates) the possibility of spontaneous breakage of tempered glass during its service life.
heat-soaked tempered glass
EIFS
Building Code
DBB
48. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
Bentonite Slurry Wall
AISC standard structural shapes
Column Footing
Laminated glass
49. Floating: The process of smoothing a freshly placed concrete surface after it has been struck (leveled).
Sheet Piles and Shoring
Stucco - its components and layers
Caisson
Floating and Troweling
50. Hollow Core Slabs: Precast - prestressed concrete slabs that contain voids in their central region that reduce dead loads by 40-50%. - Planks: Precast concrete slabs that are solid.
Hollow Core Slabs and Planks
EIFS
Dimensional Lumber - and nominal vs actual dimensions
Tendons