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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. 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.
Pre-tentioning and Post-tentioning
Caisson
Laminated glass
Wrought iron v. mild steel
2. 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.
Contiguous Bored Concrete Piles and Secant Piles
Permanent Concrete Freeze-Thaw Protection
Prefabricated brick panel curtainwall
Light-Gauge Steel Framing
3. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Truss - Bottom Chord and Top Chord
Advantages and Disadvantages of High Strength Concrete
Dewatering
Prefabricated brick panel curtainwall
4. 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.
Friction vs. End-bearing Pile
Rafter
Tendons
Insulated metal panels
5. Truss: a structural member with triangulated - linear elements - typically used for large spans. Bottom Chord:
Truss - Bottom Chord and Top Chord
LVL
Differential/Uniform Foundation Settlement
Steps in Forming a Reinforced Concrete Wall
6. Design Development
Spandrel beam
The role of lime in mortar and mortar types
Precasting vs Site-Casting: Methods & Pros and Cons
DD
7. 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
Suspended ceiling
Performance vs. Prescriptive Code Provisions
AISC standard structural shapes
Flat-Sawn vs. Quarter-Sawn Lumber
8. Use air-entrainment in the concrete mix
Laydown Yard/Staging Area
Permanent Concrete Freeze-Thaw Protection
Type I-V Concrete - and the Roles for Each
The Three Phases of Construction Management
9. Load=bearing or non-load bearing wall to which exterior cladding is adhered or anchored.
Caisson
Backup wall
OSB
Performance vs. Prescriptive Code Provisions
10. A thin layer of material over a back-up component.
Concrete Control Joints and Cold Joints
Differential/Uniform Foundation Settlement
Rafter
Veneer
11. Schematic Design
SD
Shallow vs. Deep Foundations
Annealed glass
low-e coating
12. 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
Laminated glass
Plasticizers
Slip-critical v. snug-tight connections
13. The combination of high-strength steel strands - sleeves - and end anchorages used for post-tensioning concrete.
Tendons
Tinted glass
curtain walls
Sheathing
14. 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
Spandrel beam
Plasticizers
tempered glass
Hollow Core Slabs and Planks
15. Type 1: General Use - Type 2: -Type 3: High Early Strength - Type 4: Low Heat of Hydration - Type 5: Sulfate Resistant
Admixture
Cee Channel - Runner Channel - Tracks
Type I-V Concrete - and the Roles for Each
Building Code
16. Construction Management
Re-Shoring
CM
AISC standard structural shapes
Floating and Troweling
17. Design-Build
DB
Admixture
Advantages and Disadvantages of High Strength Concrete
Bentonite Slurry Wall
18. 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
The Three Parts of Construction Management
Contiguous Bored Concrete Piles and Secant Piles
Zoning Ordinance
Mat Foundation
19. 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
tempered glass
EIFS
Advantages and Disadvantages of High Strength Concrete
One-Way vs. Two-Way Slabs
20. Two pieces of glass laminated under heat and pressure to a plastic interlayer to form a fused unit.
The Three Parts of Construction Management
Rebar and Welded Wire Fabric (WWF)
low-e coating
Laminated glass
21. Pile: Driven or drilled long - slender foundation element. Pile: a piece of machinery used to drive piles into the ground.
DB
CD
Pile and Pile Driver
curtain walls
22. 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.
Pressure Treated Lumber
Backup wall
Wrought iron v. mild steel
Flex anchors
23. 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.
Sheet Piles and Shoring
Pre-tentioning and Post-tentioning
Prefabricated brick panel curtainwall
Sump and Well Point Dewatering
24. Design-Build
Building Code
Dewatering
Column Footing
DB
25. Fabricated at the manufacture's plant. Reinforced in both directions. Uses a steel stud backup wall.
reflective glass
Prefabricated brick panel curtainwall
Light-Gauge Steel Framing
Cold-Formed Light Gauge Steel Members
26. M = Least amount of lime; O = Most lime; N = Second most lime; S = Second least lime
Tinted glass
The role of lime in mortar and mortar types
Strip Footing
Sheathing
27. Construction Management
One-Way vs. Two-Way Slabs
CM
Sheathing
Floating and Troweling
28. 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.
Tie Backs
Rebar and Welded Wire Fabric (WWF)
Bentonite Slurry Wall
Shallow vs. Deep Foundations
29. Chemical compounds that are used in concrete mixes to increase the workability of the mix without reducing the slump.
One-Way vs. Two-Way Slabs
Re-Shoring
Truss - Bottom Chord and Top Chord
Plasticizers
30. A fastener that connects an exterior cladding to the supporting frame to resist lateral loads
Slump Test
Tie Backs
CD
Slip-critical v. snug-tight connections
31. 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
Flat-Sawn vs. Quarter-Sawn Lumber
The Three Parts of Construction Management
Friction vs. End-bearing Pile
32. 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
Flex anchors
Strip Footing
Caisson
33. Construction Document
Laydown Yard/Staging Area
CD
Flex anchors
curtain walls
34. 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.
Truss - Bottom Chord and Top Chord
Tinted glass
Pre-tentioning and Post-tentioning
The Three Phases of Construction Management
35. Design-Bid-Build
DBB
Prefabricated brick panel curtainwall
Rebar and Welded Wire Fabric (WWF)
Tinted glass
36. Pre-Construction - Construction - and Post-Construction Phases
Concrete Control Joints and Cold Joints
The Three Phases of Construction Management
Hollow Core Slabs and Planks
Flex anchors
37. Stone panels attached to a backup wall or curtain wall frame.
GFRC
EIFS
Stone cladding
Differential/Uniform Foundation Settlement
38. 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
Plasticizers
Friction vs. End-bearing Pile
DBB
39. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
Advantages and Disadvantages of High Strength Concrete
SD
Flex anchors
AISC standard structural shapes
40. Fabricated at the manufacture's plant. Reinforced in both directions. Uses a steel stud backup wall.
Annealed glass
Steps in Forming a Reinforced Concrete Wall
Prefabricated brick panel curtainwall
Slip-critical v. snug-tight connections
41. A glass that reflects incoming visible radiation due to a very thin metal oxide coating on one side.
Cee Channel - Runner Channel - Tracks
The role of lime in mortar and mortar types
reflective glass
low-e coating
42. Shoring placed under concrete to support it while it cures.
Re-Shoring
Contiguous Bored Concrete Piles and Secant Piles
EIFS
Concrete - its components - and their function in the mix
43. Cost - Schedule - and Quality
The Three Parts of Construction Management
Cold Weather Concrete Construction Protection Measures
Shallow vs. Deep Foundations
Wrought iron v. mild steel
44. 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
Soldier Piles and Lagging
Prefabricated v. site-built masonry cladding
Dewatering
45. ...
PSL
Pile and Pile Driver
Prefabricated v. site-built masonry cladding
heat-soaked tempered glass
46. 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.
tempered glass
Tie Backs
low-e coating
PSL
47. 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
48. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
Backup wall
Precasting vs Site-Casting: Methods & Pros and Cons
AISC standard structural shapes
Shallow vs. Deep Foundations
49. Concrete: A composite material consisting of portland cement - coarse aggregate (crushed stone) - fine aggregate (sand) - and water.
Pre-tentioning and Post-tentioning
Laminated glass
Concrete - its components - and their function in the mix
Laminated glass
50. Cost - Schedule - and Quality
The Three Parts of Construction Management
Veneer
Tinted glass
Wood Light Framing