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Which of the following buckling does not occur in beam?
- a)lateral buckling of whole beam
- b)local buckling of web
- c)local buckling of flanges
- d)longitudinal buckling of web
Correct answer is option 'B'. Can you explain this answer?
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Verified Answer
Which of the following buckling does not occur in beam?a)lateral buckl...
Buckling may take place in many ways : (i) lateral buckling of whole beam between supports, (ii) local buckling of flanges, (iii) longitudinal buckling of web and buckling in depth direction under concentrated loads.
Most Upvoted Answer
Which of the following buckling does not occur in beam?a)lateral buckl...
Local Buckling of Web does not occur in a beam.
Explanation:
When a compressive load is applied to a beam, it tends to bend and deform. If the load is excessive, it can cause the beam to buckle or fail. Buckling can occur in different forms, such as lateral buckling of the whole beam, local buckling of flanges, or longitudinal buckling of the web.
Local buckling of the web happens when the web of a beam becomes too thin in proportion to its length and height. This can cause the web to buckle or deform under a compressive load. However, this type of buckling is not common in beams because the web is usually designed to be thick enough to resist buckling.
On the other hand, lateral buckling of the whole beam can occur when the beam is long and slender, and the compressive load is applied perpendicular to its axis. This can cause the beam to bend and buckle sideways.
Local buckling of the flanges can happen when the flanges are too thin or narrow in proportion to the beam's height and length. This can cause the flanges to buckle or deform under a compressive load.
Longitudinal buckling of the web occurs when the web buckles or deforms along its length due to a compressive load. This type of buckling can occur in long beams with a thin web.
In conclusion, local buckling of the web does not occur in a beam because the web is usually designed to be thick enough to resist buckling.
Explanation:
When a compressive load is applied to a beam, it tends to bend and deform. If the load is excessive, it can cause the beam to buckle or fail. Buckling can occur in different forms, such as lateral buckling of the whole beam, local buckling of flanges, or longitudinal buckling of the web.
Local buckling of the web happens when the web of a beam becomes too thin in proportion to its length and height. This can cause the web to buckle or deform under a compressive load. However, this type of buckling is not common in beams because the web is usually designed to be thick enough to resist buckling.
On the other hand, lateral buckling of the whole beam can occur when the beam is long and slender, and the compressive load is applied perpendicular to its axis. This can cause the beam to bend and buckle sideways.
Local buckling of the flanges can happen when the flanges are too thin or narrow in proportion to the beam's height and length. This can cause the flanges to buckle or deform under a compressive load.
Longitudinal buckling of the web occurs when the web buckles or deforms along its length due to a compressive load. This type of buckling can occur in long beams with a thin web.
In conclusion, local buckling of the web does not occur in a beam because the web is usually designed to be thick enough to resist buckling.
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Which of the following buckling does not occur in beam?a)lateral buckling of whole beamb)local buckling of webc)local buckling of flangesd)longitudinal buckling of webCorrect answer is option 'B'. Can you explain this answer?
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