Problem 1 Design of Compression Member as a Column | Design of Compression Member

In this video, I have Solved Problem on Design of Compression Members as a Column, Analysis of Column
Design of Compression Member Important Video: • Design of Compression ...
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[@hackerplanet1757]

sir you are awesome i am blessed that i found your videos . if u have not made these videos then it would be impossible for me to study structural design.

[@syamalagopilli2500]

Love from Andhra Pradesh❤️...

[@ganeshchintala6668]

Sir continue your videos don't stop,your explanation is very easy to understand.👍👍👍

[@hwk99]

Sir daily I learn something from your channel

[@Updatedknowledge9]

Sir aap God ho, steel structure ka ❤❤❤❤❤❤❤, Love you lot honorable sir

[@HG_204]

Sir aap bahut achha padhate hai thankyou sir ji❤❤❤

[@smile-dr1tb]

Apke video dekh le to kuch bhi easy lage...🙏🙏sir..

[@Xavier-kj2lv]

Yup..!! Dis is fabulous..❤

[@riteshbadhani2625]

very helpful sir ,thanks a lot.

[@ZakirHusain-zr6ky]

Thanks bhai bahut badhiya video banaye

[@saimaqureshi4615]

Thankyou sir it's very helpful Keep it up God bless you sir

[@SharanaRadder]

Thanku Sir, Videos are really helpful.

[@atanusantra8704]

Your explanation wow

[@tahirashadman8628]

Right

[@anujmishra8627]

Sir apna steel table dekhna bta diya thank you so much

[@01-aniketadhikari21]

👌👌

[@ismailishu]

Tnx u so much sir 💓

[@mitulsinhchavda6789]

👍👏😊Nice😊👏👍

[@calvintouz4066]

Very helpful

[@smile-dr1tb]

Amazing

[@mohdsaquibazam3786]

Great job

[@palashbhatnagar9946]

Great work bro💯

[@pankukumar021]

Tq...very helpful 😇😇

[@the_virus_boy]

Thank you so much brother ! ☺️✨

[@sunrisenp736]

Liked it.👍🏿

[@sanamabdulsalam7852]

Sir pls do flitched beam in timber design

[@prashanttiwari2200]

Supperb

[@zaffarahmad.2520]

Thanks

[@dstudyofficial3779]

First viewrrr...

[@0lqx]

hello sir, for G+1 construction. 4 feet footing + 3 feet plinth hight + 10 feet roof + for next floor 5 feet lapping = 22 feet single bar cut kar sakte hai without lapping for column? kyunki column is compressive member hai. rebar dia 16mm 4 bar + 2 bar 12 mm. 9x12 mm column size.

[@Korendrama143]

Yesss

[@dilsejamshedpurfc4809]

Sir ye numerical LSM se banane h ki ??

[@dilsejamshedpurfc4809]

Sir pls reply kariye

[@piyyushhh7348]

Sir, Pd ki value given P se badi honi chaiye aisa koi condition hai kya?? Kyuki humare clg sir ne vaise bola h but agar me apke step se solve kru to pd ki value given p se kam ati h kon galat h idk

[@virajOP]

Sir kl value nikal ne je kiye 2xL karna padate aap ne kal nikala h nahi L = 5000 ×2 hota h/ pages number 45 pe table pe h

[@h.sworld5269]

Sir pura ka pura daar compression mem.ka udda dala apne toh

[@bhaktifand1090]

Why we not take direct fcd from 9c table

[@virajOP]

Effective length

[@adityasharma16270]

Sir mene jo fcd le usko mein MPA bhi lil salts hu

[@entertainmenthub777-v6d]

Fixed at both ends iske liye kya value hoge give me answer any one

[@jaydippatel5967]

bhai complete notes provide karoge kya?

[@golemkr6262]

Pdf hogi sir iski please provide kra dijiye

[@live_gamer1579]

From where I can get this pdf file??

[@manojdaheriya5357]

Iski pdf kaha milegi , aap jo krwa rhe h uski

[@tanveeralikhan6670]

Design of beam का problems है

[@tanveeralikhan6670]

Sir और problem है

[@virajOP]

Fixed hai