Design of compression member problem in Design of steel structures

[@uniccreation6066]

Super explanation sir 👍 thanks for this video

[@gopinadh6772]

Sir your explanation is in a different way , when I compared to the text book ( Steel structures C-16 circulam ) , but your explanation is excellent, please consider this problem

[@civilworld]

Thank you

[@ashleyndifareni1444]

Thank you so much very precise and Informative😊

[@civilworld]

You're welcome

[@civilworld]

You are so welcome!

[@Rebecca-rd4qc]

Sir, For fcd ( design compressive stress) can we just refer to table 9b ( by using kl/r and interpolation ) By this, i get 186.15 which is very close to your value i.e 187.36

[@civilworld]

Yes you can proceed with that value…no issues just follow the procedure

[@shrijasingh1465]

How we get value of alpha and lamda??

[@civilworld]

Please refer IS 800:2007 steel code book page number 33 and 34.

[@filmicayan]

Great explanation sir

[@civilworld]

Thank you so much

[@anushkapanwar4745]

what if according to h/b my buckling class is a but according to t

[@civilworld]

Please check ISHB properties once

[@Tejacreations3141]

Sir c20 regulation also please explain the ss problems sir

[@civilworld]

Thanks for asking I will try

[@banothakhila2624]

super sir thanks alot sir

[@civilworld]

All the best

[@jogeswarkhuntia4005]

Sir in our text book this type of problem solving in another method but the answer is varying, why?

[@civilworld]

May be the values vary and don’t bother about the answers because it’s completely a practical subject.

[@jogeswarkhuntia4005]

But the answers of both the methods must be same right!

[@civilworld]

Don’t bother about answers it’s completely practical subject

[@tarunmahi1071tarunmahi]

Sir, how you get the fcc :? Value

[@civilworld]

Please refer IS 800: 2007 CODE BOOK, Page number:34 Clause number:7.1.2.1 Fcc formula available.

[@kamireddychandraobulareddy1102]

Let us know code book pqge numbers while solving problem

[@vvssarma60]

Page no 34 -IS 800

[@khachitaipdore5456]

Thank you

[@prashantsingh9448]

How to calculate value of m0

[@civilworld]

mO value available in code book table number 5

[@NitishKumar-g6u6r]

Thank you sir

[@civilworld]

You’re welcome and thanks for your support to my channel

[@infrogamer]

Both ends fixed ka vedio ki link share karo na...

[@jagadeeshyeddula6080]

Over all good but we Need better explanation from code book values

[@civilworld]

Sure Thank you

[@c.rajesh0105]

Sir where you get from fcc 641.92 value

[@insightup8743]

can you mention page no.s in code book please

[@civilworld]

Page no 34

[@insightup8743]

For rmin and ryy value which page in sp6?

[@civilworld]

@@insightup8743 In page 14 SP-6(1) for ISHB 300 and sectional area 74.85 cm-sq for that ryy value is 5.41 cm but in problem I wrote it as 54.1mm

[@dallibhavanikumar4413]

Sir,Design of steel lo beams chapter cheppara

[@civilworld]

Yes cheppanu videos vunnai

[@Venu-nm4ll]

Why u should not take tf

[@civilworld]

because our section belongs to buckling class b and in table 10 IS:800:2007 code is specified that. Please refer code book thoroughly

[@Venu-nm4ll]

@@civilworld if you have video send me the link how to choose buckling class according to section

[@civilworld]

@@Venu-nm4ll sorry I don’t have separate video. In the video itself I explained

[@Venu-nm4ll]

@@civilworld how to choose buckling class make one video it is useful for us

[@pragatiamankar1134]

How to find the value of h , bf and tf

[@civilworld]

Available in steel tables book

[@shiva4VK]

🙌

[@civilworld]

👍👍👍

[@gameboyshiva3905]

While explaining how you took values from steel tablet explain that only from next time

[@civilworld]

Sure, tell me which value you need

[@trendykbcreations2]

h, bf, tf values

[@Creativeconquer]

calculation of fi and lemda plz check

[@civilworld]

Thank you

[@adapanagesh9235]

How to determine the imperfection faction

[@civilworld]

In IS 800:2007 steel code page number 35 Table 07 imperfection factor value is available

[@saisharva8663]

I cont understand Ae value

[@parmjitkour5797]

Phone akk jaga rakh diya karo sir

[@civilworld]

Okay

[@pronabpegu2668]

Sir buckling class ''b' is ' wrong Buckling class is '' c'' Always take a minor axis

[@civilworld]

Okay thank you

[@harishdasari7464]

How do we get r value

[@civilworld]

By referring steel table book we will know the r value for the given section

[@infrogamer]

Hi

[@vikassonkar3665]

ENGLISH me nai horha to hindi me hi bata do

[@civilworld]

Idk