Betonstrukture NCV Level 3 — Document

Februarie 2020 — NCV Level 3 — Betonstrukture

NCV Level 3 2020 NCV Engineering
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🎯 100 marks ⏱️ 3h 📄 5 pages 📝 34 items found
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Questions — A Preview of What to Expect in the Document

34
This section provides a quick preview of questions from the document. It may not display every question or the complete wording of each one. For the full content, including diagrams, tables and other information, view the original PDF above.
Q1— Section header —
1.1op. (16\
1.2Gee EEN rede vir elk van die volgende oorsake van kraking of instorting van beton:
1.2.1Verbindingsbreuk (1\
1.2.2Draagbreuk (1\
1.2.3Korrosie (2\
1.2.4Inperking (2\
1.2.5Versakking (1\
1.2.6Termiese krimping (2\ [25]25
Q2— Section header —
2.1Verduidelik waarom wapeningstawe korter gesny word. (2\
2.2Verduidelik elk van die volgende terme wat verband hou met koudgetrokke en koudgewalste staal.
2.2.1Trekking
2.2.2Dieptrek
2.2.3Koue walsing
2.2.4Persing
2.2.5
2.3Gee SES redes waarom staal as wapening gebruik wor in betonstrukture. (6\
2.4Verduidelik kortliks die term gesweiste staal (1\
2.5Gee DRIE voordele en DRIE nadele van die gebruik van staalmaas. (3 + 3\ (6\ [25] (12020343\ Kopiereg voorbehou25
Q3— Section header —
3.1Noem DRIE stukke inligting met betrekking tot wapeningstawe wat aan die staalverskaffer gegee moe t word wanneer wapening bestel word. (3\
3.2
5.1in ADDENDUM A (aangeheg\sowel as die spesifikasies en staalkodes van die tekening hier onder om die buigskedule vir VIER soortgelyke gewapendebetonbalke in ADDENDUM B (aangeheg\e voltooi. Gebruik die volgende spesifikasies om die buigskedule te voltooi:
3.3Gee die betekenis van elk van die volgende simbole wat wys waar wapeningstawe geplaas moet word:
3.3.1TOG
3.3.225
Q4— Section header —
4.1(3\
4.2Verduidelik die staalbuigprosedure stap vir stap. (8\
4.3gesny word. (4\
4.4(7\
4.5Gee TWEE redes waarom spasieerders belangrik is in die vaslegging van wapening. (2\
4.6Gee EEN rede waarom wapeningstaal skoongemaak moet word voordat di inmekaargesit wo d. (1\ [25] TOTAAL: 10025

Mark Allocation

Total100 marks
Sections25 + 25 + 25 + 25 = 100 marks

Paper information

TitleDocument
SubjectBetonstrukture
LevelNCV Level 3
Document typeQuestion paper
Year2020
MonthFebruarie
Pages7
Downloads5

Examination context

Decade2020s
Years ago6y
Season—
Start day—
Exam period—
Days since exam—

About Betonstrukture examination preparation

This TVET examination resource can be used as part of a structured revision programme. Past papers are most useful when learners attempt questions independently, work within a realistic time limit, and review their answers afterwards.

How to use this resource for revision

A TVET past examination paper is most useful when it is treated as an active revision exercise. Try the questions yourself before checking the corresponding memorandum. Where you make an error, identify the reason — was it a knowledge gap, a calculation mistake, an interpretation issue, or an examination technique problem?

For stronger examination practice, complete the paper without unnecessary interruptions and keep track of the questions that take the most time. Afterwards, review the memorandum and separate knowledge gaps from mistakes caused by interpretation, calculation, structure, or examination technique.

understanding question requirements
applying subject knowledge
working under time constraints
checking answers
identifying revision priorities

A practical revision approach

Start by completing the resource without looking at the memorandum. Review incorrect and incomplete answers afterwards and make a short revision list based on the areas that caused difficulty.

File details

File size1.11 MB
Pages7
Archived on8 September 2026
File age47d
ContributorFreeMode
Fingerprint39010130F88A

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