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Lateral buckling of beam is not prevented by
  • a)
    shear connector
  • b)
    embedding compression flange into slab
  • c)
    lateral bracing
  • d)
    increasing depth of web
Correct answer is option 'D'. Can you explain this answer?
Most Upvoted Answer
Lateral buckling of beam is not prevented bya)shear connectorb)embeddi...
Preventing Lateral Buckling of Beams

Lateral buckling of beams is a phenomenon in which a beam, under compression, bends laterally due to instability. This can result in the failure of the beam and the structure it supports. To prevent lateral buckling, various measures can be taken, including:

Increasing Depth of Web

By increasing the depth of the web, the moment of inertia of the beam is increased, making it more resistant to lateral buckling. This approach is effective when the beam is subjected to compressive loads.

Shear Connector

Shear connectors are used to connect a steel beam to a concrete slab, providing lateral stability to the beam. They work by transferring the shear force between the beam and the slab, preventing the beam from buckling laterally.

Embedding Compression Flange into Slab

Embedding the compression flange of a steel beam into a concrete slab can also prevent lateral buckling. The compressive force is transferred to the slab, which provides lateral support to the beam, preventing it from buckling.

Lateral Bracing

Lateral bracing can also be used to prevent lateral buckling. The bracing provides support to the beam, preventing it from bending laterally. This approach is commonly used in trusses and other structures where lateral stability is critical.

Conclusion

In conclusion, preventing lateral buckling of beams is essential for the safety and stability of structures. Various measures can be taken to prevent lateral buckling, including increasing the depth of the web, using shear connectors, embedding the compression flange into a slab, and providing lateral bracing. Of these options, increasing the depth of the web is the most effective approach to prevent lateral buckling.
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Lateral buckling of beam is not prevented bya)shear connectorb)embedding compression flange into slabc)lateral bracingd)increasing depth of webCorrect answer is option 'D'. Can you explain this answer?
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