Why We Don't Make Circular Beams?Interview Question #3|

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I still do remember i asked this question when i notice shape factor of circular is more than any other than why not circular beam in construction

structuralplatform
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1. section modulus is more for rectangular beam than a circular means less usage of material in circular hence uneconomic
2. casting and slab connection is not feasible in circular beams

ankitchauhan
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Tell me about column, rectangular, square

govindsingh
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Is 1:1:1 proportion safe for circular columns of height of 8 feet?

ramaprasadr-builder
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Now you can join our Facebook group. Click on the link below ot join:

engineeringacademy
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Here I is not Moment of Inertia. I is second moment of area.

jaikrishnan