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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. Construction Document
CD
heat-soaked tempered glass
Cold-Formed Light Gauge Steel Members
Performance vs. Prescriptive Code Provisions
2. 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
curtain walls
Type I-V Concrete - and the Roles for Each
Concrete Control Joints and Cold Joints
Stone cladding
3. Design Development
EIFS
Mat Foundation
The role of lime in mortar and mortar types
DD
4. Include the width and height of the exit enclosures - fire resistance of materials used therein - and illumination levels in the exit enclosures.
CM
Zoning Ordinance
Fire Safety Exiting Requirements
Soldier Piles and Lagging
5. Slender - closely spaced - parallel beams in a wood light (or light-gauge steel) frame floor.
Tie Backs
Spandrel beam
Joist
Tinted glass
6. M = Least amount of lime; O = Most lime; N = Second most lime; S = Second least lime
Stone cladding
The Three Parts of Construction Management
The role of lime in mortar and mortar types
Tendons
7. Stone panels attached to a backup wall or curtain wall frame.
Wood Light Framing
Stone cladding
DD
Friction vs. End-bearing Pile
8. 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
Sheathing
PSL
Performance vs. Prescriptive Code Provisions
9. A document that describes regulations for the use of land in a particular jurisdiction.
Cold-Formed Light Gauge Steel Members
Admixture
Zoning Ordinance
Friction vs. End-bearing Pile
10. 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.
PSL
Type I-V Concrete - and the Roles for Each
Performance vs. Prescriptive Code Provisions
Admixture
11. Draining the soil around the excavations so that the groundwater level falls below the elevation of proposed excavation.
Dewatering
Mat Foundation
Zoning Ordinance
Spandrel beam
12. Metal panels consisting of polyurethane foam sandwiched between and bonded to two metal sheets - used in curtain wall applications.
Insulated metal panels
CD
Building Code
Concrete Control Joints and Cold Joints
13. A fastener that connects an exterior cladding to the supporting frame to resist lateral loads
One-Way vs. Two-Way Slabs
Pressure Treated Lumber
Tie Backs
Sheet Piles and Shoring
14. Design-Bid-Build
Building Inspector's Process
DBB
Dewatering
CM
15. 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
Admixture
Tendons
Joist
Flat-Sawn vs. Quarter-Sawn Lumber
16. Soldier Piles are placed into pre-drilled holes that are filled with concrete after the piles are set. Excavation begins - and as the pit is dug deeper - lagging is bolted to the soldier piles to support them.
Soldier Piles and Lagging
SD
Prefabricated v. site-built masonry cladding
Contiguous Bored Concrete Piles and Secant Piles
17. 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.
Laydown Yard/Staging Area
Sheathing
Contiguous Bored Concrete Piles and Secant Piles
Concrete - its components - and their function in the mix
18. 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.
Plasticizers
tempered glass
Pile and Pile Driver
Shallow vs. Deep Foundations
19. 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
Differential/Uniform Foundation Settlement
Cold-Formed Light Gauge Steel Members
Wrought iron v. mild steel
20. Truss: a structural member with triangulated - linear elements - typically used for large spans. Bottom Chord:
Fire Resistance Rating
Dewatering
DBB
Truss - Bottom Chord and Top Chord
21. Include the width and height of the exit enclosures - fire resistance of materials used therein - and illumination levels in the exit enclosures.
Permanent Concrete Freeze-Thaw Protection
Re-Shoring
Fire Safety Exiting Requirements
Permanent Concrete Freeze-Thaw Protection
22. Load=bearing or non-load bearing wall to which exterior cladding is adhered or anchored.
reflective glass
Backup wall
curtain walls
Cold Weather Concrete Construction Protection Measures
23. Pile: Driven or drilled long - slender foundation element. Pile: a piece of machinery used to drive piles into the ground.
Pile and Pile Driver
Steps in Forming a Reinforced Concrete Wall
tempered glass
Building Inspector's Process
24. Cost - Schedule - and Quality
Dimensional Lumber - and nominal vs actual dimensions
Joist
The Three Parts of Construction Management
Zoning Ordinance
25. 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
Caisson
Advantages and Disadvantages of High Strength Concrete
LVL
26. 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.
Sheathing
Type I-V Concrete - and the Roles for Each
Bentonite Slurry Wall
Pre-tentioning and Post-tentioning
27. Two pieces of glass laminated under heat and pressure to a plastic interlayer to form a fused unit.
Tie Backs
Admixture
Tie Backs
Laminated glass
28. 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.
Prefabricated v. site-built masonry cladding
tempered glass
Pressure Treated Lumber
DBB
29. I - C - L - T - Pipes - Tubes - round - Rectangular bars - plates
LVL
low-e coating
heat-soaked tempered glass
AISC standard structural shapes
30. A manufactured wood product rated for structural applications - such as plywood - oriented strandboard - or laminated veneer lumber.
Re-Shoring
Engineered Lumber
Insulated metal panels
Mat Foundation
31. Schematic Design
Type I-V Concrete - and the Roles for Each
Flex anchors
SD
Concrete - its components - and their function in the mix
32. Advantages: High early strength Disadvantages: Very expensive
Advantages and Disadvantages of High Strength Concrete
Laminated glass
Engineered Lumber
Prefabricated brick panel curtainwall
33. 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.
Wrought iron v. mild steel
Cee Channel - Runner Channel - Tracks
PSL
Admixture
34. 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.
OSB
Flex anchors
Differential/Uniform Foundation Settlement
PSL
35. 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.
AISC standard structural shapes
heat-soaked tempered glass
Contiguous Bored Concrete Piles and Secant Piles
Stucco - its components and layers
36. ...
PSL
Contiguous Bored Concrete Piles and Secant Piles
Cold-Formed Light Gauge Steel Members
Steps in Forming a Reinforced Concrete Wall
37. Design-Build
DB
Performance vs. Prescriptive Code Provisions
Pile and Pile Driver
Type I-V Concrete - and the Roles for Each
38. Exterior wall cladding system suspended from or supported by the structural frame of the building.
curtain walls
The Three Phases of Construction Management
Flat-Sawn vs. Quarter-Sawn Lumber
Flex anchors
39. Use air-entrainment in the concrete mix
reflective glass
Permanent Concrete Freeze-Thaw Protection
Spandrel beam
Insulated metal panels
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
Pre-tentioning and Post-tentioning
CD
The role of lime in mortar and mortar types
41. Cee Channel: Studs and joists - symbolized by S - Runner Channel: bridging channels - symbolized by you - Tracks: you shaped - symbolized by T
Cee Channel - Runner Channel - Tracks
Tie Backs
Engineered Lumber
Sump and Well Point Dewatering
42. 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
Flat-Sawn vs. Quarter-Sawn Lumber
Cee Channel - Runner Channel - Tracks
Prefabricated v. site-built masonry cladding
Slump Test
43. Material added to concrete mix to influence its performance.
Admixture
Rafter
The Three Parts of Construction Management
LVL
44. A type of glass made by adding a metallic pigment during manufacture.
Fire Safety Exiting Requirements
Advantages and Disadvantages of High Strength Concrete
Tinted glass
Flat-Sawn vs. Quarter-Sawn Lumber
45. 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.
Performance vs. Prescriptive Code Provisions
Friction vs. End-bearing Pile
Insulated metal panels
Suspended ceiling
46. Cost - Schedule - and Quality
The Three Parts of Construction Management
Wrought iron v. mild steel
Wrought iron v. mild steel
Contiguous Bored Concrete Piles and Secant Piles
47. Exterior wall cladding system suspended from or supported by the structural frame of the building.
Light-Gauge Steel Framing
Precasting vs Site-Casting: Methods & Pros and Cons
EIFS
curtain walls
48. 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.
Contiguous Bored Concrete Piles and Secant Piles
Caisson
DBB
Hollow Core Slabs and Planks
49. Exterior Sheathing - Water resistant membrane - flashing with weep holes - self-adhering rubberized asphalt membrane - self-furring metal base - scratch coat - brown coat - finish coat.
Sheet Piles and Shoring
OSB
Hollow Core Slabs and Planks
Stucco - its components and layers
50. A thin layer of material over a back-up component.
Sump and Well Point Dewatering
Flex anchors
Veneer
Admixture