How Plan Bracing Works !

#Plan_Bracing
Learn what is Plan Bracing, why Plan Bracing is used and how Plan Bracing carry load.
You must have seen that in many steel structures Plan Bracing are used.
But do you know-
What is Plan Bracing?
Where Plan Bracing is needed?
How Plan Bracing carry load?
Well, This video will explain you every thing.
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[@lahiruwijesinghe6549]

If bracing was rods, then they aren’t designed to take any compression. The load path would change.
Could you please do a video with that?

[@hydrogenperoxide9995]

You're a great teacher. I never had any idea why there is bracing in roof before. But I do now. Thank you for sharing your knowledge. I'm enlightened. Keep up the good work!

[@TonmoyMaity]

love your support

[@remonbasheer3122]

I think you might have explained the transfer of the lateral load through the bracing in a wrong manner. The bracing system are usually made of slender members/ties that only take tension and any compression load that is induced in the bracing members will cause them to buckle due to their slenderness. Instead the lateral load is passed throughout the structure through the roof sheeting which act as a diaphragm and the bracing system will transfer these diaphragm loads in tension to the columns instead.

[@srivkr]

Interesting..I would like to know if what Remon explained is the right way

[@LabibianAMV]

The roof sheeting is too much of a slender section to be considered as a rigid diaphragm, you just can't assume it will transfer the lateral forces directly to the columns

[@thomaskok9231]

Good explanation. Thank you for sharing.

[@TonmoyMaity]

Glad you like it

[@dilipngangom4198]

Explained very lucidly.👌

[@TonmoyMaity]

Glad you like it

[@syedarsalanali8506]

Great Explanation.. I have a question. @ 6:24, structure purlins have large spacing so that these plan bracings are provided after each purlins.. but @ 6:15 structure, purlins spacing are so close , so that it will very uneconomical to provide these plan bracings after each purlin. so what is the other option??? and my other question is that, after structural analysis, we found that in these plan bracings there is compression forces. but in many of the cases we see that in these type of structures, tension rods or cables are provided (which are very slender) as plan bracings and vertical bracings.. so where will be the compression load go?? it will look like useless to use these bracings? please answer to my question.

[@pallavisao9613]

Superb teaching sir...

[@TonmoyMaity]

Keep watching

[@orfeaspapaioannou2755]

sir one question. you are talking that the load will take the shortest path, but what if the rafter has very big stiffnes and the brace very small. in than case the load will not go through brace? i mean stifness isn't a parameter determines the load path?

[@firstfadl2444]

شكرن بش مهندس اعجبني شرحك

[@TonmoyMaity]

Glad you like it

[@p.arogyaraju5838]

Thank You 💐

[@TonmoyMaity]

You're welcome 😊

[@richardkamau1122]

Great

[@TonmoyMaity]

Glad you like it 🙏

[@picajoool]

Great! Please do an bracing design egsample

[@TonmoyMaity]

Will do!

[@singhbrajesh89]

Great

[@TonmoyMaity]

Glad you like it.