Problem 3 Design of Compression Member as a Column | Selection of Suitable i Section

In this video, I have Solved Problem on Design of Compression Members as a Column, Design of Compression Member, Design of Column
Design of Compression Member Important Video: • Design of Compression ...
DDSS Complete Playlist:- • Design and Drawing of ...
#Compression_Members_Column
#Design_of_Compression_Members
#Design_and_Drawing_of_Steel_Structures
#Design_of_Steel_Structures
#ddss

[@otakugod2760]

You r million times better than my entire college teachers ( hope your channel will grow more )

[@yeshu3903]

seriously u can become an excellent professor . Very well explanation😊 . Thank you this is very helpful. please upload the videos on plate girder and gantry girder also

[@Vimlesh-um7ig]

One of the finest professor for steel design .

[@mohitpareek6168]

best explanation in every video ...
please make lecture on " Plastic analysis of steel structure , plate & gantry girder " ...

[@ArmanKhan-wy6sx]

Very well explained Sir,
Please share some more videos of eccentric loaded columns & column bases problems Solution.
It will be great help

[@RanjitBishwakarma-ju7pw]

Very helpfull thanks to you❤

[@prinshuhhh]

Sir thank you so much... Aap is era me hamre sath ho 🙏 har vedio show kiya... Bass ishi me cmnt ki H 👀💛

[@Lenapatil]

Really very excellent teaching sir

[@MuskanDharse]

You are too good 😊

[@sanjeevkumar2495]

Very good example 👌 👍

[@JamesBond-jy9nc]

Very helpful thank you sir

[@VijaySagar-ze6iw]

Thank U... good explanation

[@MuskanDharse]

Sir I want to calculate welded box type column can you make a video on it or please help me out it’s very helpful

[@rupaliahire66]

Thank you 😊

[@sumasriragi4880]

Thank you so much 😊

[@thoufiqhokrani6332]

Thanks you much sir...

[@vibhore9624]

Built-up columns ka bhi video bano please....

[@GaneshShegar]

Ha ha sham ko aiga

[@diyadeb]

Effective angles for struts

[@Anurag_025]

Design a suitable ISHB to carry a load of 410 KN. The column is 5 metre long and is effectively held in position at both ends but not restrained against rotation. Take Safe compressive stress 80 MPa.

[@apilpoudel5548]

sir plz make video in timber
it would me more helpful sir..plz help us

[@AnkurKalita-c6y]

sir ek doubt tha
super imposed load kiya hain

[@mrhotot]

Buckling class will be taken into account after checking h/bf ratio and thickness of flange. You took only after comparing with h/b ratio. Which is wrong

[@bharathkumarbn3354]

Sir where can I find steel table

[@abhishekgautam8185]

Thnk u so much sir

[@sunrisenp736]

Ooo wow!!

[@allin1with21]

Axial load bhi hota hey sir

[@adityasharma16270]

Respected Sir,
Sir Is code 800 2007 book allowed hai exam mein ki nahi
Please send the response in comment box
Thank You

[@GaneshShegar]

Yes code book and steel table allowed

[@adityasharma16270]

@@GaneshShegar thank you sir for suggestions

[@rishavjain5172]

Can u send ur steel table

[@ajaysriramula6067]

Need the pdf u have explained

[@SY-qs6uq]

But I saw in book where Rxx use not Ryy

[@nandkishor1538]

##thanks a lot dear ❤😊

[@palak6513]

Thank you 💞

[@RakeshPal-fg8fm]

Thank you 🙏