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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. Used where columns are lightly loaded or bear on soils with a high bearing capacity.
Column Footing
Flex anchors
Pile and Pile Driver
Pre-tentioning and Post-tentioning
2. Using concrete slab blankets or putting hot water in the concrete mix.
Sheet Piles and Shoring
Cold Weather Concrete Construction Protection Measures
OSB
Annealed glass
3. Contiguous Bored Concrete Piles: Closely spaced - reinforced concrete piles. Often has shock-crete sprayed on the front to make a wall. Secant Piles: Two sets of interlocking contiguous piles.
Differential/Uniform Foundation Settlement
Dewatering
Building Code
Contiguous Bored Concrete Piles and Secant Piles
4. Load=bearing or non-load bearing wall to which exterior cladding is adhered or anchored.
Bentonite Slurry Wall
Insulated metal panels
Backup wall
Spandrel beam
5. Place where materials are stored on or near the project site.
Stucco - its components and layers
Zoning Ordinance
Dewatering
Laydown Yard/Staging Area
6. 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
Sheathing
Tie Backs
The Three Phases of Construction Management
Concrete Control Joints and Cold Joints
7. ...
Building Code
Contiguous Bored Concrete Piles and Secant Piles
Flex anchors
Prefabricated v. site-built masonry cladding
8. Differential: The building's foundation settles at different rates at different points. Uniform: The building's foundation settles at a uniform rate.
DD
Glue-Laminated Lumber
Differential/Uniform Foundation Settlement
Strip Footing
9. 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.
Strip Footing
Building Code
Pressure Treated Lumber
Column Footing
10. 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
Concrete Control Joints and Cold Joints
Wrought iron v. mild steel
Building Code
tempered glass
11. 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.
Tendons
GFRC
Laminated glass
Re-Shoring
12. Construction Management
OSB
AISC standard structural shapes
CM
Glue-Laminated Lumber
13. 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.
Laydown Yard/Staging Area
Admixture
Friction vs. End-bearing Pile
Light-Gauge Steel Framing
14. A legal document that regulates the design and construction of buildings to ensure that the buildings meet minimum standards of health - safety - and welfare.
heat-soaked tempered glass
DD
Caisson
Building Code
15. 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
Truss - Bottom Chord and Top Chord
Building Code
Type I-V Concrete - and the Roles for Each
16. Shoring placed under concrete to support it while it cures.
Friction vs. End-bearing Pile
Pressure Treated Lumber
Re-Shoring
Pile and Pile Driver
17. Pre-Construction - Construction - and Post-Construction Phases
The Three Phases of Construction Management
Flat-Sawn vs. Quarter-Sawn Lumber
Pre-tentioning and Post-tentioning
DD
18. 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
Strip Footing
Contiguous Bored Concrete Piles and Secant Piles
Flat-Sawn vs. Quarter-Sawn Lumber
19. 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.
Hollow Core Slabs and Planks
Sheet Piles and Shoring
Slump Test
Friction vs. End-bearing Pile
20. Fabricated at the manufacture's plant. Reinforced in both directions. Uses a steel stud backup wall.
SD
Veneer
Prefabricated brick panel curtainwall
DBB
21. Floating: The process of smoothing a freshly placed concrete surface after it has been struck (leveled).
Floating and Troweling
DD
Admixture
DD
22. 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
Tendons
Floating and Troweling
DB
23. Schematic Design
Light-Gauge Steel Framing
SD
DD
Suspended ceiling
24. Laminated Veneer Lumber: Dried wood veneers laminated in layers - all oriented in the same direction - to form a large structural member.
LVL
Sheet Piles and Shoring
Prefabricated brick panel curtainwall
Advantages and Disadvantages of High Strength Concrete
25. 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.
low-e coating
Wrought iron v. mild steel
Concrete Control Joints and Cold Joints
CD
26. Cee Channel: Studs and joists - symbolized by S - Runner Channel: bridging channels - symbolized by you - Tracks: you shaped - symbolized by T
Truss - Bottom Chord and Top Chord
Rafter
Admixture
Cee Channel - Runner Channel - Tracks
27. Two pieces of glass laminated under heat and pressure to a plastic interlayer to form a fused unit.
Concrete Control Joints and Cold Joints
Laminated glass
Column Footing
OSB
28. 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
Sump and Well Point Dewatering
Flex anchors
OSB
Laydown Yard/Staging Area
29. 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
Veneer
Shallow vs. Deep Foundations
30. 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.
Precasting vs Site-Casting: Methods & Pros and Cons
PSL
Tinted glass
heat-soaked tempered glass
31. Design Development
DD
GFRC
Pre-tentioning and Post-tentioning
Wrought iron v. mild steel
32. Pile: Driven or drilled long - slender foundation element. Pile: a piece of machinery used to drive piles into the ground.
Strip Footing
Bentonite Slurry Wall
Pile and Pile Driver
Soldier Piles and Lagging
33. 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.
Pile and Pile Driver
Glue-Laminated Lumber
CM
Pressure Treated Lumber
34. A surface coating that reflects most of the long-wave radiation.
Dewatering
low-e coating
Bentonite Slurry Wall
Laminated glass
35. Advantages: High early strength Disadvantages: Very expensive
Advantages and Disadvantages of High Strength Concrete
Hollow Core Slabs and Planks
Cold Weather Concrete Construction Protection Measures
Engineered Lumber
36. Design-Bid-Build
Backup wall
DBB
LVL
Contiguous Bored Concrete Piles and Secant Piles
37. 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.
Stone cladding
Veneer
reflective glass
Pre-tentioning and Post-tentioning
38. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Dewatering
Pile and Pile Driver
Plasticizers
Hollow Core Slabs and Planks
39. 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.
Admixture
Caisson
DD
heat-soaked tempered glass
40. 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
Permanent Concrete Freeze-Thaw Protection
Pressure Treated Lumber
Engineered Lumber
41. 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.
Laydown Yard/Staging Area
Annealed glass
Slump Test
Slip-critical v. snug-tight connections
42. Used where columns are lightly loaded or bear on soils with a high bearing capacity.
Backup wall
Column Footing
Stone cladding
curtain walls
43. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Mat Foundation
DBB
Rafter
Dewatering
44. 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
GFRC
PSL
Truss - Bottom Chord and Top Chord
45. 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.
Tinted glass
Slip-critical v. snug-tight connections
Flat-Sawn vs. Quarter-Sawn Lumber
Building Code
46. 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
Wood Light Framing
Shallow vs. Deep Foundations
Laminated glass
47. Using concrete slab blankets or putting hot water in the concrete mix.
Type I-V Concrete - and the Roles for Each
Cold Weather Concrete Construction Protection Measures
Tinted glass
Building Code
48. 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.
The role of lime in mortar and mortar types
Fire Safety Exiting Requirements
Re-Shoring
Sheet Piles and Shoring
49. Lumber that ranges from 2 in. to 4 in. thick. The actual dimensions are smaller than the nominal dimensions.
Cold-Formed Light Gauge Steel Members
Dimensional Lumber - and nominal vs actual dimensions
Light-Gauge Steel Framing
Spandrel beam
50. Chemical compounds that are used in concrete mixes to increase the workability of the mix without reducing the slump.
Plasticizers
DBB
Fire Resistance Rating
Advantages and Disadvantages of High Strength Concrete