Design of Laterally Supported Beam I Design of Flexural Members I Design of Steel Structures

[@scienceandtechnology5393]

Thank you sir👏👏neat explanation👌👌, upload more videos,,thank u sir...

[@sudwijawarade2709]

Plzz give IS code page nos also

[@KIRAN-1807]

Compact, semi compact and plastic sections! Out or these three sections , for which section we have to check web buckling?

[@ferozpatthan]

Good explanation

[@janardhanjagtap9082]

Extremely well explained

[@BharathiDev10]

Spr sir🔥

[@kirtithakare5120]

Excellent

[@onlyforarmy2123]

Can any say how do we get the plastic modulus provided value Zp provided value ???

[@diksas9128]

👌👌👌

[@cl-b-56sudhakargadade23]

Thanks Sir

[@bhabindrakarki-jn6gb]

you did not tell about the value of zp provided

[@sushantmahtre6835]

Well explain... keep uploading

[@nitinpal8402]

in check for moment how u have Taken Zp =348.76 instead of 205.plz explain

[@tarunachar97]

Refer is steel table book or IS800-2007code book

[@saikrishnaponnoju2864]

Sir what is the formula for checking deflection when the beam is carrying udl and central point load ???

[@saikrishnaponnoju2864]

And please explain what is the procedure when
0.6 Vd < V means high shear

[@civilshiksha]

In that case add both formula
Like deflection because of UDL + deflection of PL

[@HollywoodMovies12344]

step 5 me Zprovided 348 kaha se aaya aur Z required 234 kaha se aaya

[@ranjitkaurjaswal]

What to do if ∆actual/maximum >∆ permissible

[@civilshiksha]

Increase cross section area

[@OmarFaruk18171]

16:20 Web buckling

[@mohyedaltrefe66]

how did u find Ze = 205.33/ from where i havent get it ,could u plz thanks

[@civilshiksha]

It it from steel table

[@AkshayPawar-xt8cq]

Ze required = Zp required/ 1.14

[@varunkumar41426]

@ 08:43 b/2/tf

[@civilshiksha]

So what is your doubt

[@GauravKumar-gt9bg]

He's saying u made a mistake in that video

[@civilshiksha]

May be

[@s.kaveripriyadarshini2339]

I can't understand step 4 please explain properly

[@shankardasetti9845]

Plz tel me about deflection in Ixx value

[@shankardasetti9845]

How to take

[@civilshiksha]

It is taken directly from steel table...
And if you are confused why are we taking Ixx not Iyy,
answer: we can checking it's bending strength about XX axis, that's why we are taking c/s properties about XX axis i.e; Ixx

[@civiljr6371]

SIR how r1 value comes ?

[@civilshiksha]

Steel table

[@civiljr6371]

@@civilshiksha thank you sir

[@HollywoodMovies12344]

sir bht mistake hain calculation part me

[@HollywoodMovies12344]

step jump kar kar ke sikha rahe ho

[@experiencetheinfinity]

Bad 👎 not impressed

[@civilshiksha]

Then don’t watch 😂😂