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

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Ganesh Shegar

Ganesh Shegar

Күн бұрын

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 ...
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Пікірлер: 37
@otakugod2760
@otakugod2760 Жыл бұрын
You r million times better than my entire college teachers ( hope your channel will grow more )
@yeshu3903
@yeshu3903 3 жыл бұрын
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
@Vimlesh-um7ig 4 ай бұрын
One of the finest professor for steel design .
@mohitpareek6168
@mohitpareek6168 4 жыл бұрын
best explanation in every video ... please make lecture on " Plastic analysis of steel structure , plate & gantry girder " ...
@Lenapatil
@Lenapatil 4 ай бұрын
Really very excellent teaching sir
@ArmanKhan-wy6sx
@ArmanKhan-wy6sx Жыл бұрын
Very well explained Sir, Please share some more videos of eccentric loaded columns & column bases problems Solution. It will be great help
@RanjitBishwakarma-ju7pw
@RanjitBishwakarma-ju7pw 3 ай бұрын
Very helpfull thanks to you❤
@prinshuhhh
@prinshuhhh Жыл бұрын
Sir thank you so much... Aap is era me hamre sath ho 🙏 har vedio show kiya... Bass ishi me cmnt ki H 👀💛
@sanjeevkumar2495
@sanjeevkumar2495 2 жыл бұрын
Very good example 👌 👍
@MuskanDharse
@MuskanDharse Ай бұрын
You are too good 😊
@palak6513
@palak6513 3 жыл бұрын
Thank you 💞
@JamesBond-jy9nc
@JamesBond-jy9nc Жыл бұрын
Very helpful thank you sir
@VijaySagar-ze6iw
@VijaySagar-ze6iw Жыл бұрын
Thank U... good explanation
@Anurag_025
@Anurag_025 4 ай бұрын
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.
@MuskanDharse
@MuskanDharse Ай бұрын
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
@sumasriragi4880
@sumasriragi4880 Жыл бұрын
Thank you so much 😊
@RakeshPal-fg8fm
@RakeshPal-fg8fm Жыл бұрын
Thank you 🙏
@thoufiqhokrani6332
@thoufiqhokrani6332 Жыл бұрын
Thanks you much sir...
@diyadeb
@diyadeb 10 ай бұрын
Effective angles for struts
@abhishekgautam8185
@abhishekgautam8185 3 жыл бұрын
Thnk u so much sir
@mrhotot
@mrhotot 3 ай бұрын
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
@sunrisenp736
@sunrisenp736 3 жыл бұрын
Ooo wow!!
@apilpoudel5548
@apilpoudel5548 3 жыл бұрын
sir plz make video in timber it would me more helpful sir..plz help us
@allin1with21
@allin1with21 Ай бұрын
Axial load bhi hota hey sir
@vibhore9624
@vibhore9624 4 жыл бұрын
Built-up columns ka bhi video bano please....
@GaneshShegar
@GaneshShegar 4 жыл бұрын
Ha ha sham ko aiga
@user-ls8nv1wf8y
@user-ls8nv1wf8y 4 ай бұрын
sir ek doubt tha super imposed load kiya hain
@SY-qs6uq
@SY-qs6uq 4 жыл бұрын
But I saw in book where Rxx use not Ryy
@nandkishor1538
@nandkishor1538 4 жыл бұрын
##thanks a lot dear ❤😊
@adityasharma16270
@adityasharma16270 Жыл бұрын
Respected Sir, Sir Is code 800 2007 book allowed hai exam mein ki nahi Please send the response in comment box Thank You
@GaneshShegar
@GaneshShegar Жыл бұрын
Yes code book and steel table allowed
@adityasharma16270
@adityasharma16270 Жыл бұрын
@@GaneshShegar thank you sir for suggestions
@bharathkumarbn3354
@bharathkumarbn3354 Жыл бұрын
Sir where can I find steel table
@ajaysriramula6067
@ajaysriramula6067 Жыл бұрын
Need the pdf u have explained
@rishavjain5172
@rishavjain5172 3 жыл бұрын
Can u send ur steel table
@rupaliahire66
@rupaliahire66 4 жыл бұрын
Thank you 😊
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