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In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –
- a)Number of spans are less than 3
- b)Length of each span should not be differ by 15% of the longest
- c)Length of each span should not be differ by 15% of the smallest
- d)Both a and b
Correct answer is option 'B'. Can you explain this answer?
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In the design of one-way continuous slab as per IS 456:2000, the list ...
The slab is simply supported or continuous over two or more supports with similar spans and loading conditions. It is also assumed that the slab is of uniform thickness, and the supports are of equal stiffness. The coefficients are based on the assumption of linear elastic behavior of the slab and are derived from the analysis of a theoretical model. The use of these coefficients simplifies the design process and ensures a safe and economical design. However, it should be noted that these coefficients are not applicable to irregularly shaped slabs or those with varying thickness or support conditions. In such cases, more sophisticated analysis and design methods may be required.
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In the design of one-way continuous slab as per IS 456:2000, the list ...
As per IS 456:2000, cl. 22.5
The moments and the shear forces for a continuous beam and one-way slab can be calculated using moment coefficients and shear force coefficients respectively only when the following conditions are satisfied:
The moments and the shear forces for a continuous beam and one-way slab can be calculated using moment coefficients and shear force coefficients respectively only when the following conditions are satisfied:
- Continuous spans should be at least three in number.
- Supports should be fairly rigid and should not themselves deflect.
- All the spans should have the same cross-sections.
- The effective length of each span should be more or less the same and at any rate, should not differ by more than 15% of the largest effective span.
- The loading on all the spans should be substantially uniformly distributed.
- No redistribution of moments is permitted.
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In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer?
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In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer?.
In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for In the design of one-way continuous slab as per IS 456:2000, the list of moment coefficients that are close to exact values of the maximum load effects can be used if –a)Number of spans are less than 3b)Length of each span should not be differ by 15% of the longestc)Length of each span should not be differ by 15% of the smallestd)Both a and bCorrect answer is option 'B'. Can you explain this answer?.
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