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Span to effective depth ratio for a continuous beam with steel grade of Fe 415 should not be more than: -
  • a)
    7
  • b)
    20
  • c)
    26
  • d)
    48
Correct answer is option 'C'. Can you explain this answer?
Verified Answer
Span to effective depth ratio for a continuous beam with steel grade o...
It is necessary to impose a check on the magnitude of deflection in a structural member:
a) To ensure that the extent of deflection does not adversely affect the appearance or efficiency of the structure or finishes or partition etc.
b) To prevent structural behaviour of the member being different from the assumption made in the design. As per IS 456:2000, for beams and slabs, the vertical deflection limits may be assumed to be satisfied, provided that the span to depth ratio are not greater than the values obtained as below: 
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Span to effective depth ratio for a continuous beam with steel grade o...
Continuous beams are commonly used in building structures to span large distances and support loads. The span to effective depth ratio is an important parameter in the design of these beams. It is defined as the ratio of the span length to the effective depth of the beam.


The effective depth of a beam is the distance from the extreme compression fiber to the centroid of the tension reinforcement. It is an important factor in determining the strength and deflection characteristics of the beam. The span to effective depth ratio affects the overall performance and behavior of the beam.


In the given question, the steel grade of the beam is specified as Fe 415. Steel grades are used to denote the yield strength of the reinforcement bars. Fe 415 indicates a yield strength of 415 MPa. The yield strength of the reinforcement is an important factor in determining the design capacity of the beam.


The correct answer to the question is option 'C' - 26. This means that the span to effective depth ratio for a continuous beam with a steel grade of Fe 415 should not be more than 26.


There are several reasons why the span to effective depth ratio is limited in design:


- Strength: A higher span to effective depth ratio can result in a lower strength capacity of the beam. As the span length increases relative to the effective depth, the beam becomes more susceptible to bending and deflection. Limiting the span to effective depth ratio helps ensure that the beam can resist the applied loads without excessive deflection or failure.

- Stability: A higher span to effective depth ratio can lead to stability issues in the beam. As the span length increases, the beam becomes more prone to buckling and lateral instability. By limiting the span to effective depth ratio, the beam's stability can be maintained.

- Serviceability: A higher span to effective depth ratio can result in excessive deflections, which can affect the serviceability of the beam. Limiting the span to effective depth ratio helps control the deflection of the beam, ensuring that it meets the required serviceability criteria.

- Economy: Limiting the span to effective depth ratio helps optimize the design and material usage, leading to a more economical solution. By keeping the ratio within the specified limits, the beam can be designed to efficiently utilize the available materials.

In conclusion, the span to effective depth ratio for a continuous beam with a steel grade of Fe 415 should not be more than 26. This limitation is necessary to ensure the strength, stability, serviceability, and economy of the beam design.
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Span to effective depth ratio for a continuous beam with steel grade of Fe 415 should not be more than: -a)7b)20c)26d)48Correct answer is option 'C'. Can you explain this answer?
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