Very informative sir.... column are cranked opposite to achieve hinge action so that the floating column only allows to transfer axial force and not moment and beams are given sufficient depth to avoid punching failure.
@triaxialcivil19073 ай бұрын
Hai sir.. Very interesting topic.. Pls upload a video for eccentric footing
@bharathy8234 Жыл бұрын
Inspirational video, i never seen practically floating column with transfer girder. Just studied in books. But this video makes lot of sence to me brother. Thank you brother Thank you so much 🎉
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊 share maximum
@venkataramananp39157 ай бұрын
Excellent, bar bending reinforcement work.
@govindarajan73786 күн бұрын
Great Very useful info 🙏🏾
@KavinAssociatesOfficial6 күн бұрын
Thank you ☺️
@MrPearllotus Жыл бұрын
Very informative and friendly explanation, lovely attitude from engineer. As a civil engineer I feel proud to say your channel is a reference tool for me and your the voice முடியுமே literally sounds energetic and giving confidence towards work 🤝🏼
@KavinAssociatesOfficial Жыл бұрын
Thank you so much sir 😊 share our videos to your frnds
@MrPearllotus Жыл бұрын
@@KavinAssociatesOfficial sure sir 🤝🏼
@sushmanb21493 ай бұрын
Thank you sir. Show the floating columns on cantilever beam sir
@SuryaPrakash-tr8yb9 ай бұрын
Yes !! Seeing yu both speaking oru spro oduthu mandaikulla😀
@KavinAssociatesOfficial9 ай бұрын
🤗
@Pradeep-vl5yf Жыл бұрын
Bro, one doubt. In fixed beam, end and span moments varies but why the reinforcement is same in both top end and mid bottom.
@ganapathycivil9872 Жыл бұрын
Vera level video sur, thanks a lot and post a lot 😅❤
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@gowthamiv2760 Жыл бұрын
அருமை! அருமை!
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@merrilheysan2089 Жыл бұрын
Very Valuuable information bro........ Thank you so much......
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@mohammedismail-lx2dq Жыл бұрын
Rombanaal kku apm naala civil channel❤❤❤❤
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@jpradeepraj Жыл бұрын
Hello sir, even in normal columns, joggling is not advisable, but this way of floating column (the X portion) shows extreme joggling, how is this good?
@prabinjebav3928 Жыл бұрын
Sir, cantilever beam oda rod ku development length neeti vidaama ata end la just 'L' mattum Pani vidurathi recommended method thana
Very useful video for me thank you sir rompa nantri
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@sathiskumars4502 Жыл бұрын
Very Informative video. Thanks for bringing that. Is the building structure also designed for seismic loads along with gravity loads? As per IS1893-part 1-2016, there shouldn't be any vertical irregularities present in the building like floating columns when designing a structure for seismic effect. Please clarify. Thanks
@AlaguVignesh Жыл бұрын
Floating column in transfer grider details - which code book ? Kindly mention
@srinivasmende-f3i Жыл бұрын
Does 2 legged stirrups statisfied for transfer beam
@KavinAssociatesOfficial Жыл бұрын
Yes it may change as per design
@davidsahayaraj8811 Жыл бұрын
Nice and useful information 🤝
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊 share maximum
@shieksspace Жыл бұрын
4:56 is that concept of moment release on secondary beams ?
@atifnawaz7623 Жыл бұрын
No. that is normal detailing when secondary beam meets a main beam.
@muruganp6166 Жыл бұрын
Sir roofla water tank load eppadi kodukkalam
@GamingLoozer Жыл бұрын
8:45 Minimum & maximum evvalavu Space kulla veikka ealum?? ( Feet )
@sathyishvigilanceАй бұрын
Thank you very good
@KavinAssociatesOfficialАй бұрын
Thank you! 🙏
@ilanchezhian7071 Жыл бұрын
the beam reinforcement is not parallel and its like one end is at the bottom and another end is at the top of transfer girder , can you explain why it was designed in this manner
@sudhakars9222 Жыл бұрын
Informative sir. Wondering about 4 floors column load carried by single beam. Need any side face reinforcement above 2 feet depth of beam sir?
@lingeswaran8489Ай бұрын
If the roof concrete is placed... Then floating column is possible or not?
@KavinAssociatesOfficialАй бұрын
Not possible
@venugopalk3276 Жыл бұрын
Very nice 👍
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@hihi-wm9xb Жыл бұрын
very informataive
@chinnappasconstruction0809 Жыл бұрын
hlo Mr.kavin. transfer girder ku pathila an PT beams use pannalaama? athu helpfull ah irukkuma
@KavinAssociatesOfficial Жыл бұрын
Yes you can
@chinnappasconstruction0809 Жыл бұрын
what the economical difference between both two types?
@AjithKumar-sv6kk Жыл бұрын
Sir which software you use in reinforcement design?
@KavinAssociatesOfficial Жыл бұрын
Staad & RCDC
@dhanasekaran3010 Жыл бұрын
Super Sir👍
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@gowthamiv4841 Жыл бұрын
Haunch bar dia didn't mentioned and as well as secondary beam as well as main beam junction top bars didn't tell the details..
@gowthamiv4841 Жыл бұрын
Can you provide special video in this?
@larulprakash5952 Жыл бұрын
Super sir , good explanation 👍
@KavinAssociatesOfficial Жыл бұрын
Thank you sir 😊
@sulochanajeganjegan9655 Жыл бұрын
🎉 good view
@manjumist2635 Жыл бұрын
Verum 2L ring mattum potrukanga..?
@ajaymanikaprakash3272 Жыл бұрын
Transform Girder floting column junction detailing code book and clause number sollunga brother