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Test your basic knowledge |
Building Construction Management Vocab
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Study First
Subjects
:
industries
,
construction
,
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. Shallow Foundation: Used for all types of buildings and bear directly on the upper soil levels. Deep Foundation: Used where soil on the surface does not have adequate strength or is unstable. Consists of piles or piers.
Friction vs. End-bearing Pile
Shallow vs. Deep Foundations
Pile and Pile Driver
DD
2. 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.
DB
Light-Gauge Steel Framing
Wrought iron v. mild steel
Fire Safety Exiting Requirements
3. A manufactured wood product rated for structural applications - such as plywood - oriented strandboard - or laminated veneer lumber.
LVL
Prefabricated v. site-built masonry cladding
Advantages and Disadvantages of High Strength Concrete
Engineered Lumber
4. ...
Precasting vs Site-Casting: Methods & Pros and Cons
Type I-V Concrete - and the Roles for Each
tempered glass
Flat-Sawn vs. Quarter-Sawn Lumber
5. Material added to concrete mix to influence its performance.
EIFS
Admixture
Pressure Treated Lumber
LVL
6. Shallow Foundation: Used for all types of buildings and bear directly on the upper soil levels. Deep Foundation: Used where soil on the surface does not have adequate strength or is unstable. Consists of piles or piers.
Stone cladding
Precasting vs Site-Casting: Methods & Pros and Cons
GFRC
Shallow vs. Deep Foundations
7. Cost - Schedule - and Quality
Flex anchors
Admixture
Cold-Formed Light Gauge Steel Members
The Three Parts of Construction Management
8. 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.
reflective glass
Pre-tentioning and Post-tentioning
Truss - Bottom Chord and Top Chord
Strip Footing
9. 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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10. 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.
Sheathing
curtain walls
Wood Light Framing
Permanent Concrete Freeze-Thaw Protection
11. An L-shaped steel pin that connects to the GFRC skin with a bonding pad and is welded to the supporting light-gauge steel frame.
low-e coating
Flex anchors
Differential/Uniform Foundation Settlement
Rebar and Welded Wire Fabric (WWF)
12. A document that describes regulations for the use of land in a particular jurisdiction.
Mat Foundation
Zoning Ordinance
Friction vs. End-bearing Pile
Admixture
13. Advantages: High early strength Disadvantages: Very expensive
Type I-V Concrete - and the Roles for Each
Laydown Yard/Staging Area
Advantages and Disadvantages of High Strength Concrete
Engineered Lumber
14. 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.
One-Way vs. Two-Way Slabs
Stone cladding
Flat-Sawn vs. Quarter-Sawn Lumber
Rafter
15. 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
AISC standard structural shapes
OSB
heat-soaked tempered glass
Concrete Control Joints and Cold Joints
16. 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
low-e coating
Soldier Piles and Lagging
Tendons
Concrete Control Joints and Cold Joints
17. Include the width and height of the exit enclosures - fire resistance of materials used therein - and illumination levels in the exit enclosures.
Fire Safety Exiting Requirements
Sheet Piles and Shoring
Strip Footing
PSL
18. A framing system that mimics wood light frame construction - but the elements are made of cold-formed - galvanized sheet steel.
Column Footing
Tinted glass
CD
Light-Gauge Steel Framing
19. A ceiling hung from the overlying floor or roof structure.
heat-soaked tempered glass
Suspended ceiling
Bentonite Slurry Wall
Advantages and Disadvantages of High Strength Concrete
20. A surface coating that reflects most of the long-wave radiation.
Precasting vs Site-Casting: Methods & Pros and Cons
Re-Shoring
Annealed glass
low-e coating
21. 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.
CM
EIFS
Precasting vs Site-Casting: Methods & Pros and Cons
Insulated metal panels
22. A legal document that regulates the design and construction of buildings to ensure that the buildings meet minimum standards of health - safety - and welfare.
Building Code
Differential/Uniform Foundation Settlement
Concrete Control Joints and Cold Joints
Spandrel beam
23. The ability of a building assembly to endure fire - measured in hours or minutes of time and determined from standardized full-scale tests.
Soldier Piles and Lagging
Tendons
Slip-critical v. snug-tight connections
Fire Resistance Rating
24. M = Least amount of lime; O = Most lime; N = Second most lime; S = Second least lime
Bentonite Slurry Wall
The role of lime in mortar and mortar types
Cold-Formed Light Gauge Steel Members
Tie Backs
25. Two pieces of glass laminated under heat and pressure to a plastic interlayer to form a fused unit.
Backup wall
Fire Safety Exiting Requirements
CD
Laminated glass
26. 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.
Sheathing
Shallow vs. Deep Foundations
Floating and Troweling
PSL
27. Place where materials are stored on or near the project site.
Laydown Yard/Staging Area
PSL
Tinted glass
Backup wall
28. Construction Management
Tinted glass
PSL
CM
Permanent Concrete Freeze-Thaw Protection
29. Design Development
DD
Admixture
Shallow vs. Deep Foundations
curtain walls
30. Prescriptive codes give a clear - defined method for meeting a requirement. Performance codes allow the designer to decide how to meet the end requirement that must be met.
DBB
Hollow Core Slabs and Planks
Differential/Uniform Foundation Settlement
Performance vs. Prescriptive Code Provisions
31. Construction Management
Differential/Uniform Foundation Settlement
Laydown Yard/Staging Area
CM
Tinted glass
32. Slender - closely spaced - parallel beams in a wood light (or light-gauge steel) frame floor.
Rafter
Slip-critical v. snug-tight connections
SD
Joist
33. 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.
Stucco - its components and layers
Rebar and Welded Wire Fabric (WWF)
GFRC
Shallow vs. Deep Foundations
34. 10' - 15' discontinuous trenches are dug down to bedrock and filled with a bentonite slurry. Concrete is then pumped from the bottom up to create a waterproof wall for excavation pits.
DBB
Veneer
Wood Light Framing
Bentonite Slurry Wall
35. Lengths of dimension lumber - glued and laminated together to create a structural member of a large cross section.
Flex anchors
Glue-Laminated Lumber
One-Way vs. Two-Way Slabs
Dimensional Lumber - and nominal vs actual dimensions
36. Advantages: High early strength Disadvantages: Very expensive
Truss - Bottom Chord and Top Chord
Sump and Well Point Dewatering
Advantages and Disadvantages of High Strength Concrete
Rebar and Welded Wire Fabric (WWF)
37. Schematic Design
Sump and Well Point Dewatering
Precasting vs Site-Casting: Methods & Pros and Cons
Bentonite Slurry Wall
SD
38. A panelized material applied to the exterior surfaces of wood or light-gauge steel frame members to add rigidity to the frame and to serve as a base for (wall) cladding or roofing.
Pre-tentioning and Post-tentioning
Sheathing
Precasting vs Site-Casting: Methods & Pros and Cons
Annealed glass
39. Shoring placed under concrete to support it while it cures.
Re-Shoring
Admixture
Caisson
low-e coating
40. ...
Dimensional Lumber - and nominal vs actual dimensions
Plasticizers
PSL
Prefabricated v. site-built masonry cladding
41. Slender - closely spaced - parallel beams in a wood light (or light-gauge steel) frame floor.
LVL
Tinted glass
Joist
Mat Foundation
42. Piles made of interlocking sheet steel driven into the ground to support an excavation. Shoring: Temporary vertical or inclined supports used in concrete formwork or excavation.
Zoning Ordinance
Cold Weather Concrete Construction Protection Measures
Rafter
Sheet Piles and Shoring
43. 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
One-Way vs. Two-Way Slabs
CM
heat-soaked tempered glass
Tie Backs
44. Stone panels attached to a backup wall or curtain wall frame.
Differential/Uniform Foundation Settlement
Floating and Troweling
Stone cladding
Plasticizers
45. Design-Build
Dewatering
Spandrel beam
Prefabricated v. site-built masonry cladding
DB
46. Wood into which preservatives have been pressure injected to retard termite infestation and fungal decay. Using a different preservative - the pressure treatment can also be used for increasing the fire resistance of wood.
Pressure Treated Lumber
Stucco - its components and layers
SD
Pre-tentioning and Post-tentioning
47. ...
Tinted glass
The Three Parts of Construction Management
Steps in Forming a Reinforced Concrete Wall
Slip-critical v. snug-tight connections
48. A ceiling hung from the overlying floor or roof structure.
The Three Phases of Construction Management
Tendons
AISC standard structural shapes
Suspended ceiling
49. A thin layer of material over a back-up component.
The Three Parts of Construction Management
Column Footing
Veneer
Sheet Piles and Shoring
50. Pre-Construction - Construction - and Post-Construction Phases
SD
GFRC
Slump Test
The Three Phases of Construction Management