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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. 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
SD
Truss - Bottom Chord and Top Chord
Friction vs. End-bearing Pile
2. Advantages: High early strength Disadvantages: Very expensive
Advantages and Disadvantages of High Strength Concrete
SD
Joist
The Three Phases of Construction Management
3. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Performance vs. Prescriptive Code Provisions
Dewatering
SD
DBB
4. A type of glass made by adding a metallic pigment during manufacture.
Cold-Formed Light Gauge Steel Members
CM
Veneer
Tinted glass
5. 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.
Sheathing
Bentonite Slurry Wall
reflective glass
Rafter
6. Place where materials are stored on or near the project site.
Pile and Pile Driver
Joist
Dimensional Lumber - and nominal vs actual dimensions
Laydown Yard/Staging Area
7. Stone panels attached to a backup wall or curtain wall frame.
Steps in Forming a Reinforced Concrete Wall
Differential/Uniform Foundation Settlement
Stone cladding
Slump Test
8. Schematic Design
Spandrel beam
CM
Prefabricated brick panel curtainwall
SD
9. Type 1: General Use - Type 2: -Type 3: High Early Strength - Type 4: Low Heat of Hydration - Type 5: Sulfate Resistant
Type I-V Concrete - and the Roles for Each
Admixture
Dimensional Lumber - and nominal vs actual dimensions
Laminated glass
10. Material added to concrete mix to influence its performance.
Backup wall
One-Way vs. Two-Way Slabs
Admixture
SD
11. 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.
Advantages and Disadvantages of High Strength Concrete
LVL
Wrought iron v. mild steel
Pile and Pile Driver
12. 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.
Permanent Concrete Freeze-Thaw Protection
Wrought iron v. mild steel
Pre-tentioning and Post-tentioning
Building Code
13. 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.
Caisson
Dewatering
Steps in Forming a Reinforced Concrete Wall
Pressure Treated Lumber
14. Design Development
DD
Plasticizers
GFRC
Insulated metal panels
15. 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.
Flex anchors
Laminated glass
Annealed glass
Sheathing
16. 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.
Wrought iron v. mild steel
Prefabricated v. site-built masonry cladding
Shallow vs. Deep Foundations
Fire Safety Exiting Requirements
17. 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
18. Cost - Schedule - and Quality
The Three Parts of Construction Management
Hollow Core Slabs and Planks
AISC standard structural shapes
Type I-V Concrete - and the Roles for Each
19. A glass obtained by heating annealed glass to a high temperature and then suddenly cooling it - Which makes it four times stronger than annealed glass; used as safety glass because it breaks into pieces that are small and blunt enough not to cause in
Soldier Piles and Lagging
Wood Light Framing
Light-Gauge Steel Framing
tempered glass
20. A glass that reflects incoming visible radiation due to a very thin metal oxide coating on one side.
Cee Channel - Runner Channel - Tracks
reflective glass
PSL
Caisson
21. Lumber that ranges from 2 in. to 4 in. thick. The actual dimensions are smaller than the nominal dimensions.
Strip Footing
Prefabricated brick panel curtainwall
Dimensional Lumber - and nominal vs actual dimensions
Building Code
22. A type of concrete foundation where one large - combined footing is used for several columns and load-bearing walls - often for the entire building. A concrete slab-on-ground used as foundation for light frame buildings is the simplest type of mat fo
Mat Foundation
Wood Light Framing
DBB
Dimensional Lumber - and nominal vs actual dimensions
23. Load=bearing or non-load bearing wall to which exterior cladding is adhered or anchored.
Sump and Well Point Dewatering
Steps in Forming a Reinforced Concrete Wall
Caisson
Backup wall
24. Floating: The process of smoothing a freshly placed concrete surface after it has been struck (leveled).
Floating and Troweling
reflective glass
Soldier Piles and Lagging
Slip-critical v. snug-tight connections
25. 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
26. 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.
Flex anchors
Precasting vs Site-Casting: Methods & Pros and Cons
OSB
Engineered Lumber
27. Lengths of dimension lumber - glued and laminated together to create a structural member of a large cross section.
tempered glass
Re-Shoring
GFRC
Glue-Laminated Lumber
28. 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.
One-Way vs. Two-Way Slabs
OSB
Engineered Lumber
Pressure Treated Lumber
29. 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
Fire Safety Exiting Requirements
Shallow vs. Deep Foundations
Hollow Core Slabs and Planks
30. 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
Steps in Forming a Reinforced Concrete Wall
Differential/Uniform Foundation Settlement
Sump and Well Point Dewatering
Slip-critical v. snug-tight connections
31. A framing system that mimics wood light frame construction - but the elements are made of cold-formed - galvanized sheet steel.
Light-Gauge Steel Framing
Hollow Core Slabs and Planks
Plasticizers
Caisson
32. A type of glass made by adding a metallic pigment during manufacture.
Flat-Sawn vs. Quarter-Sawn Lumber
Type I-V Concrete - and the Roles for Each
Tinted glass
Friction vs. End-bearing Pile
33. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
Tendons
AISC standard structural shapes
Plasticizers
Admixture
34. Used commonly for load-bearing wood - masonry - or concrete walls.
low-e coating
Strip Footing
Differential/Uniform Foundation Settlement
Insulated metal panels
35. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Insulated metal panels
Friction vs. End-bearing Pile
Rafter
Dewatering
36. ...
Steps in Forming a Reinforced Concrete Wall
Flat-Sawn vs. Quarter-Sawn Lumber
Differential/Uniform Foundation Settlement
Re-Shoring
37. Friction Pile: Bears the load by using friction between it and the ground around it by having a tapered form. End-Bearing Piles: Most of the load is transferred to the bottom of the pile.
Floating and Troweling
Laminated glass
Friction vs. End-bearing Pile
Cold Weather Concrete Construction Protection Measures
38. Design-Build
Sheet Piles and Shoring
DB
Wrought iron v. mild steel
Laydown Yard/Staging Area
39. Exterior Sheathing - Water resistant membrane - flashing with weep holes - self-adhering rubberized asphalt membrane - self-furring metal base - scratch coat - brown coat - finish coat.
Stucco - its components and layers
OSB
Suspended ceiling
Building Code
40. Use air-entrainment in the concrete mix
Concrete Control Joints and Cold Joints
Permanent Concrete Freeze-Thaw Protection
Sheathing
Slip-critical v. snug-tight connections
41. Shoring placed under concrete to support it while it cures.
Engineered Lumber
Cold Weather Concrete Construction Protection Measures
Caisson
Re-Shoring
42. 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
EIFS
Contiguous Bored Concrete Piles and Secant Piles
Wood Light Framing
43. 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
OSB
Flat-Sawn vs. Quarter-Sawn Lumber
Contiguous Bored Concrete Piles and Secant Piles
44. Advantages: High early strength Disadvantages: Very expensive
Tie Backs
Column Footing
Advantages and Disadvantages of High Strength Concrete
Bentonite Slurry Wall
45. Include the width and height of the exit enclosures - fire resistance of materials used therein - and illumination levels in the exit enclosures.
Hollow Core Slabs and Planks
Shallow vs. Deep Foundations
Fire Safety Exiting Requirements
Type I-V Concrete - and the Roles for Each
46. A document that describes regulations for the use of land in a particular jurisdiction.
The Three Phases of Construction Management
Zoning Ordinance
Building Inspector's Process
Caisson
47. 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.
Mat Foundation
Suspended ceiling
Annealed glass
tempered glass
48. The combination of high-strength steel strands - sleeves - and end anchorages used for post-tensioning concrete.
Rebar and Welded Wire Fabric (WWF)
CD
Tendons
AISC standard structural shapes
49. Friction Pile: Bears the load by using friction between it and the ground around it by having a tapered form. End-Bearing Piles: Most of the load is transferred to the bottom of the pile.
The Three Phases of Construction Management
Pile and Pile Driver
Friction vs. End-bearing Pile
Performance vs. Prescriptive Code Provisions
50. 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.
Zoning Ordinance
heat-soaked tempered glass
Slip-critical v. snug-tight connections
Caisson