Roof Bracings in PEB (How they Work!)

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Roof Bracings in PEB (How they Work!)

This video explains in detail regarding the force transfer behavior on the steel roof bracings and how they provide stability along the longitudinal direction.

Bracing force calculation is an essential skill for all steel design engineers and I hope this video add value to your personal learnings.

Following are my book recommendations for those who are willing to learn Civil or Structural engineering basics and Steel Design
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Good explanation of concept.
Very few videos are available on youTube with such high quality knowledge.
Thanks for sharing

suhailshaikh
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Thank you your knowledge share...I have clear about how wind bracing work..thank you sir..

GM-
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Thank you for your bracing details guidance

chetantagade
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Ohh man 😮 i found gold on YouTube. V.informative video

ShrikantKharatmol
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Please also explain about seismic & deflection..

mohammedobaidullah
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Thanks for this amazing video. I had a question - What happens if we do not provide the connecting member at the ridge line in this case, how does the bracings behave? What if we do not provide gable end column, Are roof bracings needed for no gable column case?

ganeshpaudel
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Why didn’t you distribute some of that lateral wind load to the other brace bay at far end?

zurismith
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Very good explanation about bracing system and it's important but if bracing have reversal stress like sometime compression or tension so what is it slenderness limit we need to consider ?

aakashmistry
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Impressive Video

But One Qs

U said that if we have 80m span we need 3 braced bays - Maximum allowed is 50m so Can u tell me how 3 braced bays ... PLease

omarshahid
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For earth quake load. How bracing will behave ??? Bcoz of load reversal

Sarathk
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How bracing behaves at expansion joint location?

kalyanikaremore
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Dear Sir your explanation was awesome. But I have one doubt, how do the first 2 rods will inactive, why don't they take the bracing force and gets buckle (fail's in buckling). And also what about wall bracing, which rods will take the force and which are inactive. Please clarify my Thank U

MohammadGhouseShaikAnchala
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What will happen if I provide bracing in second last bay

ashishsojrani
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