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Test your basic knowledge |
Building Construction Management Vocab
Start Test
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. 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
Truss - Bottom Chord and Top Chord
Tinted glass
Performance vs. Prescriptive Code Provisions
Flat-Sawn vs. Quarter-Sawn Lumber
2. Cost - Schedule - and Quality
The Three Parts of Construction Management
Contiguous Bored Concrete Piles and Secant Piles
CM
Stucco - its components and layers
3. 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
GFRC
Stucco - its components and layers
Sump and Well Point Dewatering
GFRC
4. ...
Cold Weather Concrete Construction Protection Measures
Steps in Forming a Reinforced Concrete Wall
Annealed glass
GFRC
5. A document that describes regulations for the use of land in a particular jurisdiction.
Zoning Ordinance
Tinted glass
Contiguous Bored Concrete Piles and Secant Piles
Advantages and Disadvantages of High Strength Concrete
6. The ability of a building assembly to endure fire - measured in hours or minutes of time and determined from standardized full-scale tests.
Engineered Lumber
Prefabricated brick panel curtainwall
Type I-V Concrete - and the Roles for Each
Fire Resistance Rating
7. Include the width and height of the exit enclosures - fire resistance of materials used therein - and illumination levels in the exit enclosures.
Fire Resistance Rating
Fire Safety Exiting Requirements
Sump and Well Point Dewatering
Annealed glass
8. The ability of a building assembly to endure fire - measured in hours or minutes of time and determined from standardized full-scale tests.
Flat-Sawn vs. Quarter-Sawn Lumber
The Three Phases of Construction Management
Fire Resistance Rating
Floating and Troweling
9. 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.
GFRC
Performance vs. Prescriptive Code Provisions
Advantages and Disadvantages of High Strength Concrete
Tinted glass
10. 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
Friction vs. End-bearing Pile
Wrought iron v. mild steel
DBB
11. Construction Management
Caisson
Concrete - its components - and their function in the mix
EIFS
CM
12. Schematic Design
Wrought iron v. mild steel
Dewatering
Annealed glass
SD
13. M = Least amount of lime; O = Most lime; N = Second most lime; S = Second least lime
Cee Channel - Runner Channel - Tracks
Rebar and Welded Wire Fabric (WWF)
The role of lime in mortar and mortar types
reflective glass
14. Using concrete slab blankets or putting hot water in the concrete mix.
One-Way vs. Two-Way Slabs
DBB
Cold Weather Concrete Construction Protection Measures
Pre-tentioning and Post-tentioning
15. ...
Sump and Well Point Dewatering
GFRC
Type I-V Concrete - and the Roles for Each
Precasting vs Site-Casting: Methods & Pros and Cons
16. 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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17. 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
Strip Footing
OSB
CD
18. 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.
Hollow Core Slabs and Planks
CD
Tinted glass
Slip-critical v. snug-tight connections
19. 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.
Hollow Core Slabs and Planks
Rebar and Welded Wire Fabric (WWF)
reflective glass
Backup wall
20. 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.
Tie Backs
heat-soaked tempered glass
Tendons
Stucco - its components and layers
21. 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
Caisson
One-Way vs. Two-Way Slabs
EIFS
Stone cladding
22. Construction Document
Caisson
CD
SD
Dewatering
23. Unreinforced precast concrete panels that have glass fibers reinforcing the concrete. Consists of the GFRC skin - light-gauge steel backup frame - and anchors connecting the two together.
Rebar and Welded Wire Fabric (WWF)
GFRC
One-Way vs. Two-Way Slabs
The Three Phases of Construction Management
24. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
The role of lime in mortar and mortar types
AISC standard structural shapes
The Three Parts of Construction Management
Type I-V Concrete - and the Roles for Each
25. 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.
EIFS
Flex anchors
Dimensional Lumber - and nominal vs actual dimensions
Concrete Control Joints and Cold Joints
26. 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.
Column Footing
Dimensional Lumber - and nominal vs actual dimensions
Performance vs. Prescriptive Code Provisions
Light-Gauge Steel Framing
27. Used where columns are lightly loaded or bear on soils with a high bearing capacity.
Joist
Concrete Control Joints and Cold Joints
Truss - Bottom Chord and Top Chord
Column Footing
28. Differential: The building's foundation settles at different rates at different points. Uniform: The building's foundation settles at a uniform rate.
Differential/Uniform Foundation Settlement
Performance vs. Prescriptive Code Provisions
Backup wall
Tendons
29. 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.
Pressure Treated Lumber
Shallow vs. Deep Foundations
Column Footing
Sheet Piles and Shoring
30. 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.
Permanent Concrete Freeze-Thaw Protection
Advantages and Disadvantages of High Strength Concrete
Slip-critical v. snug-tight connections
The Three Phases of Construction Management
31. Exterior wall cladding system suspended from or supported by the structural frame of the building.
curtain walls
DB
DBB
Sump and Well Point Dewatering
32. 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
PSL
Bentonite Slurry Wall
Cee Channel - Runner Channel - Tracks
33. Used commonly for load-bearing wood - masonry - or concrete walls.
GFRC
Soldier Piles and Lagging
Strip Footing
Stucco - its components and layers
34. 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
Fire Resistance Rating
Sump and Well Point Dewatering
Stucco - its components and layers
Insulated metal panels
35. Advantages: High early strength Disadvantages: Very expensive
Advantages and Disadvantages of High Strength Concrete
Prefabricated brick panel curtainwall
Building Inspector's Process
SD
36. 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.
Friction vs. End-bearing Pile
Joist
OSB
Tinted glass
37. 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.
Bentonite Slurry Wall
Slip-critical v. snug-tight connections
EIFS
Permanent Concrete Freeze-Thaw Protection
38. Stone panels attached to a backup wall or curtain wall frame.
Rebar and Welded Wire Fabric (WWF)
Performance vs. Prescriptive Code Provisions
Tinted glass
Stone cladding
39. 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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40. Construction Document
Engineered Lumber
CD
heat-soaked tempered glass
DB
41. The combination of high-strength steel strands - sleeves - and end anchorages used for post-tensioning concrete.
Laminated glass
Tendons
Pressure Treated Lumber
The Three Phases of Construction Management
42. 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.
Slip-critical v. snug-tight connections
Tinted glass
Soldier Piles and Lagging
Wood Light Framing
43. Type 1: General Use - Type 2: -Type 3: High Early Strength - Type 4: Low Heat of Hydration - Type 5: Sulfate Resistant
Sump and Well Point Dewatering
Type I-V Concrete - and the Roles for Each
Tie Backs
Bentonite Slurry Wall
44. 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.
Caisson
Flex anchors
Precasting vs Site-Casting: Methods & Pros and Cons
Prefabricated v. site-built masonry cladding
45. 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.
Re-Shoring
Rebar and Welded Wire Fabric (WWF)
Prefabricated brick panel curtainwall
Tendons
46. A thin layer of material over a back-up component.
Sump and Well Point Dewatering
Veneer
Cee Channel - Runner Channel - Tracks
Prefabricated brick panel curtainwall
47. Unreinforced precast concrete panels that have glass fibers reinforcing the concrete. Consists of the GFRC skin - light-gauge steel backup frame - and anchors connecting the two together.
GFRC
Flex anchors
Admixture
Prefabricated brick panel curtainwall
48. Fabricated at the manufacture's plant. Reinforced in both directions. Uses a steel stud backup wall.
EIFS
Plasticizers
Floating and Troweling
Prefabricated brick panel curtainwall
49. M = Least amount of lime; O = Most lime; N = Second most lime; S = Second least lime
Slip-critical v. snug-tight connections
The role of lime in mortar and mortar types
AISC standard structural shapes
Sheet Piles and Shoring
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.
Type I-V Concrete - and the Roles for Each
One-Way vs. Two-Way Slabs
Hollow Core Slabs and Planks
Permanent Concrete Freeze-Thaw Protection