6.1 Various options are given as possible answers to the following questions - NSC Civil Technology Construction - Question 6 - 2023 - Paper 1
Question 6
6.1 Various options are given as possible answers to the following questions. Choose the answer and write only the letter (A–D) next to the question numbers (6.1.1 t... show full transcript
Worked Solution & Example Answer:6.1 Various options are given as possible answers to the following questions - NSC Civil Technology Construction - Question 6 - 2023 - Paper 1
Step 1
6.1.1 Pre-cast piling can be used in …
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Answer
B - constantly wet areas.
Step 2
6.1.2 The equipment for the installation of piles can be mounted on …
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Answer
D - A and B only.
Step 3
6.1.3 A … hammer can be used to drive a pre-cast concrete pile into the ground.
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Answer
A - drop.
Step 4
6.1.4 A pile foundation is used to …
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Answer
B - support light loads.
Step 5
6.1.5 … is not a category of pile foundations.
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Answer
B - Long-bored piles.
Step 6
6.2 Draw in your ANSWER BOOK a neat freehand sketch of the concrete plug of an enlarged base when installing driven in-situ piles.
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To answer this part, sketch an enlarged base with a concrete plug, ensuring to indicate the symbol for concrete which is typically represented as a filled rectangle or an outlined rectangle with 'C' written inside.
Step 7
6.3 Name the different components that a rib and block floor consists of.
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The components of a rib and block floor include:
Hollow core blocks
Precast ribs/Pre-stressed ribs
Steel mat/Wire/Reinforcing mesh/Reinforcing steel
Spacers
In-situ cast concrete/Concrete.
Step 8
6.4 Predict what could happen if the temporary props are removed a day after the concrete has cast on the rib and block floor.
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Removing the temporary props prematurely can lead to the collapse of the rib and block floor due to insufficient support, causing structural failure and compromising the integrity of the concrete.
Step 9
6.5 Explain the meaning of these sections in the following code: 4 R 20 03 250.
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In the code:
6.5.1 4: Indicates the number of bars in the reinforcement group.
6.5.2 20: Denotes the diameter of the reinforcement bar in millimeters.
6.5.3 250: Refers to the center-to-center spacing or heart spacing of the bars in millimeters.
Step 10
6.6 Use ANSWER SHEET 6.6 and draw a neat sectional view of the L-shaped reinforced concrete column with 8 main bars.
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The sectional view should include:
Eight main bars arranged properly in the L-shaped column.
Stirrup placement indicated correctly.
Minimum concrete cover specified as per design standards.
Two labels must be printed, labeling the main bars and stirrups.
Step 11
6.7 Use the dimension paper on ANSWER SHEET 6.7 and calculate the volume of the blinding layer.
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