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When the slab over lintel is below apex of equilateral triangle formed on lintel, load of masonry is considered as
- a)rectangular load
- b)triangular load
- c)trapezoidal load
- d)no load is considered
Correct answer is option 'A'. Can you explain this answer?
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When the slab over lintel is below apex of equilateral triangle formed...
When the slab over lintel is below apex of equilateral triangle formed on lintel, the load of masonry in the rectangle is considered. The load of masonry in the rectangle is assumed to act over by taking length equal to span of lintel and height equal to clear height of slab above the lintel.
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When the slab over lintel is below apex of equilateral triangle formed...
Explanation:
Rectangular Load:
- When the slab over lintel is below the apex of the equilateral triangle formed on the lintel, the load of masonry is considered as a rectangular load.
- In this case, the load is distributed evenly and uniformly over the lintel, resembling a rectangular shape.
- The weight of the masonry above the lintel creates a uniform pressure on the lintel, similar to a rectangular load distribution.
Triangular Load:
- A triangular load would be considered if the slab over the lintel extended beyond the apex of the equilateral triangle formed on the lintel.
- In this scenario, the load distribution would resemble a triangular shape, with the maximum load at the apex of the triangle.
Trapezoidal Load:
- A trapezoidal load would be considered if the load distribution on the lintel is uneven or varies along the length of the lintel.
- This type of load distribution is not typically seen when the slab is below the apex of the equilateral triangle formed on the lintel.
No Load Considered:
- If there is no masonry or load above the lintel, then no load is considered on the lintel itself.
- This situation may occur in certain design scenarios where the lintel is not supporting any additional weight.
Therefore, when the slab over the lintel is below the apex of the equilateral triangle formed on the lintel, the load of masonry is considered as a rectangular load due to the uniform distribution of weight over the lintel.
Rectangular Load:
- When the slab over lintel is below the apex of the equilateral triangle formed on the lintel, the load of masonry is considered as a rectangular load.
- In this case, the load is distributed evenly and uniformly over the lintel, resembling a rectangular shape.
- The weight of the masonry above the lintel creates a uniform pressure on the lintel, similar to a rectangular load distribution.
Triangular Load:
- A triangular load would be considered if the slab over the lintel extended beyond the apex of the equilateral triangle formed on the lintel.
- In this scenario, the load distribution would resemble a triangular shape, with the maximum load at the apex of the triangle.
Trapezoidal Load:
- A trapezoidal load would be considered if the load distribution on the lintel is uneven or varies along the length of the lintel.
- This type of load distribution is not typically seen when the slab is below the apex of the equilateral triangle formed on the lintel.
No Load Considered:
- If there is no masonry or load above the lintel, then no load is considered on the lintel itself.
- This situation may occur in certain design scenarios where the lintel is not supporting any additional weight.
Therefore, when the slab over the lintel is below the apex of the equilateral triangle formed on the lintel, the load of masonry is considered as a rectangular load due to the uniform distribution of weight over the lintel.
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When the slab over lintel is below apex of equilateral triangle formed on lintel, load of masonry is considered asa)rectangular loadb)triangular loadc)trapezoidal loadd)no load is consideredCorrect answer is option 'A'. Can you explain this answer?
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