Sterkte En Struktuurleer N6 — Document

November 2022 — N6 — Sterkte En Struktuurleer

N6 2022 Nated Engineering

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🎯 100 marks ⏱️ 3h 📄 6 pages 📝 33 items found

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Questions — A Preview of What to Expect in the Document

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 —

1.1Die maksimum interferensiedruk by die kontak met die skag en die naaf (8\

1.2Die wrywingskrag tussen die skag en die naaf (2\

1.3Die wrywingsdraaimoment tussen die naaf en die skag (1\ [11]11

Q2— Section header —

Q3— Section header —

3.1Kies die ligste kanaalprofiel vir die spanningsperk (5\

3.2Kies die ligste kanaalprofiel vir die defleksieperk (6\ kN/m 2 m 2 m 2 m (8060076\

3.3Kies die korrekte profiel wat gebruik moet word en gee 'n rede daarvoor. (2\ [13]13

Q4— Section header —

4.1Die sakking in die kabel (8\

4.2Die maksimum helling van die kabel (2\ [10]10

Q5— Section header —

5.1Die maksimum buigmoment aan die boonste vlak (3\

5.2Die toepaslike grootte van die parallelle I profiele in die boonste vlak (2\

5.3Die minimum wydte wat nodig is om die I profiele in die boonste vlak te spasieer (2\

5.4Die toepaslike grootte van die parallelle flens profiele in die onderste vlak (3\

5.5Die skuifspanning in die geselekteerde I profiele in die boonste vlak (3\

5.6Die skuifspanning in die geselekteerde I profiele in die onderste vlak (3\ [16] (8060076\16

Q6— Section header —

6.1Die vertikale grondreaksie onder die muur (4\

6.2Die gewigmomente om die toon (2\

6.3Die kragmomente om die toon (3\

6.4Of die muur teen spanning veilig is (4\ [13]13

Q7— Section header —

7.1Die posisie van die neutrale as (4\

7.2Die maksimum spanning wat deur die staal en beton gedra word (9\ [13]13

Q8— Section header —

8.1Die maksimum gelykwaardige wringkrag van die as (4\

8.2Die geskikte grootte van die as deur die skuifspanningsperk te gebruik (2\

8.3Die maksimum gelykwaardige buigmoment van die as (2\

8.4Die geskikte grootte van die as deur die hoofspanningsperk te gebruik (2\

8.5Die geskikte grootte van die as deur albei perke te gebruik en die rede daarvoor te gee (2\ [12] TOTAAL: 100 (8060076\12

Mark Allocation

Total100 marks

Sections11 + 12 + 13 + 10 + 16 + 13 + 13 + 12 = 100 marks

Paper information

TitleDocument

SubjectSterkte En Struktuurleer

LevelN6

Document typeQuestion paper

Year2022

MonthNovember

Pages9

Downloads4

Examination context

Decade2020s

Years ago4y

SeasonSpring (SH)

Start dayTuesday

Exam periodNovember 2022

Days since exam1,439

About Sterkte En Struktuurleer 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 size190.3 KB

Pages9

Archived on8 September 2026

File age45d

ContributorFreeMode

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