Great explanation, sir please do one full high-rise building analysis and design.
@sreejithsreekanth13692 жыл бұрын
There is only one word for this video :- awesome.👍
@azmat_waseem2 жыл бұрын
Very Informative... Thank you...
@yogeshshakya95583 жыл бұрын
Such a good Tutorial Series Sir. Please upload more videos, it was a beautiful series.
@dr.manmohanmaniyar69853 жыл бұрын
Thank you, I will
@Darshit_73 жыл бұрын
Thank you sir for explaining in very simplified manner
@dr.manmohanmaniyar69853 жыл бұрын
Thanks, Darshit!
@FahimKhan-xv4vb3 жыл бұрын
Thank you sir for useful explanation
@dr.manmohanmaniyar69853 жыл бұрын
Thanks
@deep7463 жыл бұрын
Thank you so much, very will explained Please make a video for transfer beam design in etabs
@Hanns_designs20 күн бұрын
For serviceability checks should we use crack or uncracked section?
@nirbhaymishra43713 ай бұрын
Sir according to IS1893 What modifier should be adopted for serviceability(drift check, ) check for building height less than 50m like G+10.
@JaspreetSingh-dj3mk3 жыл бұрын
Easy explanation sir....
@vasubhadania8 ай бұрын
I have a doubt What will be the stiffness modifier for retaining wall...!?
@aldiputra92369 ай бұрын
Sir, how we determine reinforcement in side rebar of raft foundation. Thank you
@swastikpoojari75263 жыл бұрын
Thank you sir for such a great explanation👍
@dr.manmohanmaniyar69853 жыл бұрын
Thanks.
@azmat_waseem2 жыл бұрын
Sir, what about tutorial 10? not in the list???
@Zorot99 Жыл бұрын
Sir can I apply the same factors using bs8110 design code?
@FaizanShaikh-xd7bo3 жыл бұрын
can stiiffness modifer be give to torrsion in beam as 0.35 for strength model
@fazalarju3 жыл бұрын
I request you to kindly make a video on design of shear wall and to find out reinf in boundary element. I will be very much grateful to you.
@dr.manmohanmaniyar69853 жыл бұрын
Sure!
@mansoorAli-pp9do3 жыл бұрын
Ty sir. Qn: is it ok if i use scale factor of service model(eqx/specx) in ultimate model for analysis and design or i have to scale model in sls and uls both. Qn 2: what will be the modifiers for spandrals?
@dr.manmohanmaniyar69853 жыл бұрын
Q1. Yes, scale up for both. Q2. Spandrels are flexural elements like beams. Use appropriate modifiers numbers for beams for f11, f22 & f11.
@fazalarju3 жыл бұрын
Sir, as I understood we can also use stiffness modifier as per IS 16700 2017 even for the bldg of height less than 50 m Pl confirm yes or not sir
@dr.manmohanmaniyar69853 жыл бұрын
Yes, it is mentioned in the video..
@ChinTanLimbani3 жыл бұрын
First thanks for the video sir.... in Column if Moment of Inertia is reduced for Bending only than why for Shear Wall it reduced for Axial (Membrane) direction? (As both are same type of load carrying system)
@pulkitvelani2 жыл бұрын
Membrane is not axial. It is out of plane. And we want to design wall only to take load along length/inplane direction. Hence, 0.01 for mxx.
@dr.manmohanmaniyar69853 жыл бұрын
Dear All, I am pleased to announce the course as mentioned in tutorial 10. The course will cover all the topics mentioned in the video through a series of lectures. Live lectures will be delivered every Saturday for 1 hour between 5:00 pm to 6:00 pm ( 10 lectures). Video link of recorded training will also be shared in next 2-3 days after the lectures. Q&A session will be conducted in the 10th lecture. A certificate will be issued on completion of the course. Fees for this cource will be INR 20000/-. +3600/- GST. ( Total fees INR 23600/-) Fees to be deposited in advance in bank account as mentioned below : Manmohan Maniyar ICICI current bank account No. 001905004904 IFSC Code ICIC0000019 Please email details of bank transfer to man.maniyar@gmail.com First lecture will start on 11 September 2021.