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Building, Construction & Regulations.
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Question 1 of 30
1. Question
Applied load, with the exception of dead and wind loads, likely to arise during its service life of a structure.
Correct
Imposed load applied load, with the exception of dead and wind loads, likely to arise during its service life of a structure as stated in the Building (Construction) Regulations and the Code of Practice for Dead and Imposed Loads.
Incorrect
Imposed load applied load, with the exception of dead and wind loads, likely to arise during its service life of a structure as stated in the Building (Construction) Regulations and the Code of Practice for Dead and Imposed Loads.
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Question 2 of 30
2. Question
Specified load multiplied by the relevant partial safety factor.
Correct
Factored load specified load multiplied by the relevant partial safety factor. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Factored load specified load multiplied by the relevant partial safety factor. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 3 of 30
3. Question
Limit of force or moment that a member can withstand without buckling failure.
Correct
Buckling resistance, limit of force or moment that a member can withstand without buckling failure (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Buckling resistance, limit of force or moment that a member can withstand without buckling failure (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 4 of 30
4. Question
Damage to a structural member caused by repeated application of stresses that are insufficient to cause failure by a single application.
Correct
Fatigue, damage to a structural member caused by repeated application of stresses that are insufficient to cause failure by a single application. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
Incorrect
Fatigue, damage to a structural member caused by repeated application of stresses that are insufficient to cause failure by a single application. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
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Question 5 of 30
5. Question
Member imperfection inherent out-of-straightness of structural member.
Correct
Member imperfection inherent out-of-straightness of structural member. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Member imperfection inherent out-of-straightness of structural member. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 6 of 30
6. Question
Restraint that prevents lateral movement of the compression flange.
Correct
Lateral restraint for a beam restraint that prevents lateral movement of the compression flange. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Lateral restraint for a beam restraint that prevents lateral movement of the compression flange. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 7 of 30
7. Question
Width of structural sealant used to bond the glass to supporting members.
Correct
Bite, width of structural sealant used to bond the glass to supporting members. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Bite, width of structural sealant used to bond the glass to supporting members. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 8 of 30
8. Question
Stability of element or part of element against buckling.
Correct
Local stability, stability of element or part of element against buckling. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Local stability, stability of element or part of element against buckling. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 9 of 30
9. Question
It is a member carrying predominantly axial compressive force foundation part of a structure that distributes load directly to the ground?
Correct
Strut member carrying predominantly axial compressive force foundation part of a structure that distributes load directly to the ground. (Code of practice for the structural use of steel 2011 – 1.4.2 Structural element definitions).
Incorrect
Strut member carrying predominantly axial compressive force foundation part of a structure that distributes load directly to the ground. (Code of practice for the structural use of steel 2011 – 1.4.2 Structural element definitions).
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Question 10 of 30
10. Question
What is the height above site-ground level of the design wind pressure qz (kPa) of 2.86?
Correct
100 m is the height above site-ground level of the design wind pressure qz (kPa) of 2.86. This is for intermediate values of height, linear interpolation is permitted. (Code of Practice on Wind Effects in Hong Kong 2004 – 4 – Design wind pressure Table 1).
Incorrect
100 m is the height above site-ground level of the design wind pressure qz (kPa) of 2.86. This is for intermediate values of height, linear interpolation is permitted. (Code of Practice on Wind Effects in Hong Kong 2004 – 4 – Design wind pressure Table 1).
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Question 11 of 30
11. Question
Resistance to failure by yielding or buckling.
Correct
Strength resistance to failure by yielding or buckling. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
Incorrect
Strength resistance to failure by yielding or buckling. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
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Question 12 of 30
12. Question
Inability to carry further load due to vanishing stiffness.
Correct
Instability, inability to carry further load due to vanishing stiffness. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Instability, inability to carry further load due to vanishing stiffness. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 13 of 30
13. Question
A vertical member predominantly carrying axial force and possibly moments?
Correct
Column a vertical member predominantly carrying axial force and possibly moments. (Code of practice for the structural use of steel 2011 – 1.4.2 Structural element definitions).
Incorrect
Column a vertical member predominantly carrying axial force and possibly moments. (Code of practice for the structural use of steel 2011 – 1.4.2 Structural element definitions).
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Question 14 of 30
14. Question
Classification of floor uses for shopping purposes?
Correct
Class 4 is used in floors for shopping purposes. (Code of Practice for Dead and Imposed Loads 2011 – 3.2 Table 3.1).
Incorrect
Class 4 is used in floors for shopping purposes. (Code of Practice for Dead and Imposed Loads 2011 – 3.2 Table 3.1).
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Question 15 of 30
15. Question
What is the load factor of Yard handling of recommended equivalent load factors to account for dynamic forces arising during handling, transportation and erection?
Correct
1.2 Load factor in Yard handling of recommended equivalent load factors to account for dynamic forces arising during handling, transportation and erection. (Code of Practice for Precast Concrete Construction 2016 – 2.5.3 Handling and Transportation – Table 2.2).
Incorrect
1.2 Load factor in Yard handling of recommended equivalent load factors to account for dynamic forces arising during handling, transportation and erection. (Code of Practice for Precast Concrete Construction 2016 – 2.5.3 Handling and Transportation – Table 2.2).
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Question 16 of 30
16. Question
It means that part of a private street, cul-de-sac or access road used or intended to be used by vehicular traffic.
Correct
Carriageway means that part of a private street, cul-de-sac or access road used or intended to be used by vehicular traffic. (Building (Construction) Regulations – Part I Regulation 2).
Incorrect
Carriageway means that part of a private street, cul-de-sac or access road used or intended to be used by vehicular traffic. (Building (Construction) Regulations – Part I Regulation 2).
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Question 17 of 30
17. Question
Structural analysis involving the tracing of the equilibrium or the load versus deflection path up to the formation of first plastic hinge with consideration of initial member imperfections.
Correct
Second order analysis, analysis of structures involving the tracing of the equilibrium or the load versus deflection path up to the formation of first plastic hinge with consideration of initial member imperfections. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Second order analysis, analysis of structures involving the tracing of the equilibrium or the load versus deflection path up to the formation of first plastic hinge with consideration of initial member imperfections. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 18 of 30
18. Question
Glass which has small amounts of colorants added to the glass to give it solar control properties.
Correct
Patterned glass, glass having a pattern impressed/embossed on one side or both sides. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Patterned glass, glass having a pattern impressed/embossed on one side or both sides. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 19 of 30
19. Question
Glass or glass assemblies that are “break safe” such as laminated or tempered glass.
Correct
Safety glass, glass or glass assemblies that are “break safe” such as laminated or tempered glass. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Safety glass, glass or glass assemblies that are “break safe” such as laminated or tempered glass. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 20 of 30
20. Question
Any permanent structural or non-structural loads that remain throughout the service life of a structure.
Correct
Dynamic load, part of an imposed load resulting from motion as stated in the Building (Construction) Regulations and the Code of Practice for Dead and Imposed Loads.
Incorrect
Dynamic load, part of an imposed load resulting from motion as stated in the Building (Construction) Regulations and the Code of Practice for Dead and Imposed Loads.
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Question 21 of 30
21. Question
Geometric out-of-plumbness of structural system.
Correct
Global imperfection geometric out-of-plumbness of structural system. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Global imperfection geometric out-of-plumbness of structural system. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 22 of 30
22. Question
Resistance to failure by buckling or loss of static equilibrium.
Correct
Stability, resistance to failure by buckling or loss of static equilibrium. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
Incorrect
Stability, resistance to failure by buckling or loss of static equilibrium. (Code of practice for the structural use of steel 2011 – 1.4.3 Structural behavior definitions).
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Question 23 of 30
23. Question
Classification of roofs that are inaccessible roofs and flat roofs where no access is provided to the roof except such access as may be necessary for maintenance work only.
Correct
7A, Inaccessible roofs and flat roofs where no access is provided to the roof except such access as may be necessary for maintenance work only. (Code of Practice for Dead and Imposed Loads 2011 – 3.4 Class 7: Imposed Loads for Roofs).
Incorrect
7A, Inaccessible roofs and flat roofs where no access is provided to the roof except such access as may be necessary for maintenance work only. (Code of Practice for Dead and Imposed Loads 2011 – 3.4 Class 7: Imposed Loads for Roofs).
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Question 24 of 30
24. Question
This shall include aluminum, polished granite slabs or limestone cladding, marble facing and their fixings. Finishes shall include in-situ finishes (e.g. plaster, screeds), pre-fabricated wall-panel finishes, suspended ceilings, timber.
Correct
Claddings and finishes, shall include aluminum or metal cladding, polished granite slabs or limestone cladding, marble facing and their fixings. Finishes shall include in-situ finishes (e.g. plaster, screeds), pre-fabricated wall-panel finishes, suspended ceilings, timber and other floor finishes. (Code of Practice for Dead and Imposed Loads 2011 – 2.2 Determination of dead loads).
Incorrect
Claddings and finishes, shall include aluminum or metal cladding, polished granite slabs or limestone cladding, marble facing and their fixings. Finishes shall include in-situ finishes (e.g. plaster, screeds), pre-fabricated wall-panel finishes, suspended ceilings, timber and other floor finishes. (Code of Practice for Dead and Imposed Loads 2011 – 2.2 Determination of dead loads).
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Question 25 of 30
25. Question
In basis of design, adequate durability for its environment. “h” stands for?
Correct
“h” stands for Depth of cross section measured in the plane under consideration, or thickness of wall in basis of design/aim of design. (Code of Practice for Structural Use of Concrete 2013 – 2.1.1 Aim of design).
Incorrect
“h” stands for Depth of cross section measured in the plane under consideration, or thickness of wall in basis of design/aim of design. (Code of Practice for Structural Use of Concrete 2013 – 2.1.1 Aim of design).
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Question 26 of 30
26. Question
The failure of steel at low temperature.
Correct
Brittle fracture, brittle failure of steel at low temperature. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
Incorrect
Brittle fracture, brittle failure of steel at low temperature. (Code of practice for the structural use of steel 2011 – 1.4.4 Material behavior definitions).
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Question 27 of 30
27. Question
A plastic-like solid material used to separate glass and other brittle materials from contact with each other or supporting frames.
Correct
Gasket plastic-like solid material used to separate glass and other brittle materials from contact with each other or supporting frames. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Gasket plastic-like solid material used to separate glass and other brittle materials from contact with each other or supporting frames. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 28 of 30
28. Question
Classification of floor uses in affiliated building elements?
Correct
Class 8 is used in affiliated building elements. (Code of Practice for Dead and Imposed Loads 2011 – 3.2 Table 3.1).
Incorrect
Class 8 is used in affiliated building elements. (Code of Practice for Dead and Imposed Loads 2011 – 3.2 Table 3.1).
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Question 29 of 30
29. Question
Non-load-bearing enclosure fixed onto the load-bearing structure with its dead loads, imposed loads and wind loads transferred to the structure through fixings.
Correct
Curtain wall, non-load-bearing enclosure fixed onto the load-bearing structure with its dead loads, imposed loads and wind loads transferred to the structure through fixings. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
Incorrect
Curtain wall, non-load-bearing enclosure fixed onto the load-bearing structure with its dead loads, imposed loads and wind loads transferred to the structure through fixings. (Code of practice for structural use of glass 2018 – 1.3 Glossary of Terms and Definitions).
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Question 30 of 30
30. Question
It means the horizontal dimension of the building normal to the direction of the wind.
Correct
Breadth means the horizontal dimension of the building normal to the direction of the wind. (Code of Practice on Wind Effects in Hong Kong 2004 – 2 – Definitions).
Incorrect
Breadth means the horizontal dimension of the building normal to the direction of the wind. (Code of Practice on Wind Effects in Hong Kong 2004 – 2 – Definitions).