Tutorial 11 : STIFFNESS MODIFIERS FOR CRACKING OF STRUCTURAL ELEMENTS AND EFFICIENT INTERNAL ACTIONS

  Рет қаралды 5,970

Dr. Manmohan Maniyar Structural Engineering

Dr. Manmohan Maniyar Structural Engineering

Күн бұрын

Пікірлер: 29
@Aussie_Engineer
@Aussie_Engineer 5 ай бұрын
Great explanation, sir please do one full high-rise building analysis and design.
@sreejithsreekanth1369
@sreejithsreekanth1369 2 жыл бұрын
There is only one word for this video :- awesome.👍
@azmat_waseem
@azmat_waseem 2 жыл бұрын
Very Informative... Thank you...
@yogeshshakya9558
@yogeshshakya9558 3 жыл бұрын
Such a good Tutorial Series Sir. Please upload more videos, it was a beautiful series.
@dr.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Thank you, I will
@Darshit_7
@Darshit_7 3 жыл бұрын
Thank you sir for explaining in very simplified manner
@dr.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Thanks, Darshit!
@FahimKhan-xv4vb
@FahimKhan-xv4vb 3 жыл бұрын
Thank you sir for useful explanation
@dr.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Thanks
@deep746
@deep746 3 жыл бұрын
Thank you so much, very will explained Please make a video for transfer beam design in etabs
@Hanns_designs
@Hanns_designs 20 күн бұрын
For serviceability checks should we use crack or uncracked section?
@nirbhaymishra4371
@nirbhaymishra4371 3 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-dj3mk
@JaspreetSingh-dj3mk 3 жыл бұрын
Easy explanation sir....
@vasubhadania
@vasubhadania 8 ай бұрын
I have a doubt What will be the stiffness modifier for retaining wall...!?
@aldiputra9236
@aldiputra9236 9 ай бұрын
Sir, how we determine reinforcement in side rebar of raft foundation. Thank you
@swastikpoojari7526
@swastikpoojari7526 3 жыл бұрын
Thank you sir for such a great explanation👍
@dr.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Thanks.
@azmat_waseem
@azmat_waseem 2 жыл бұрын
Sir, what about tutorial 10? not in the list???
@Zorot99
@Zorot99 Жыл бұрын
Sir can I apply the same factors using bs8110 design code?
@FaizanShaikh-xd7bo
@FaizanShaikh-xd7bo 3 жыл бұрын
can stiiffness modifer be give to torrsion in beam as 0.35 for strength model
@fazalarju
@fazalarju 3 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.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Sure!
@mansoorAli-pp9do
@mansoorAli-pp9do 3 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.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 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.
@fazalarju
@fazalarju 3 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.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 жыл бұрын
Yes, it is mentioned in the video..
@ChinTanLimbani
@ChinTanLimbani 3 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)
@pulkitvelani
@pulkitvelani 2 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.manmohanmaniyar6985
@dr.manmohanmaniyar6985 3 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.
Tutorial 9 : A FEW IMPORTANT STRUCTURAL ISSUES IN HIGH RISE BUILDINGS
36:19
Dr. Manmohan Maniyar Structural Engineering
Рет қаралды 2,5 М.
Tutorial_3 : Dynamic Behaviour of RC Shear Wall Towers and requirements as per IS 1893 & IS 16700.
22:44
Dr. Manmohan Maniyar Structural Engineering
Рет қаралды 2,9 М.
СКОЛЬКО ПАЛЬЦЕВ ТУТ?
00:16
Masomka
Рет қаралды 1,7 МЛН
Motorbike Smashes Into Porsche! 😱
00:15
Caters Clips
Рет қаралды 23 МЛН
My MEAN sister annoys me! 😡 Use this gadget #hack
00:24
WEBINAR: Response Spectra Analysis using ETABS
29:19
Computers and Structures, Inc.
Рет қаралды 25 М.
Tutorial_4 : Improving Dynamic Behaviour of RC Shear Wall Towers & controlling torsion efficiently.
21:08
Dr. Manmohan Maniyar Structural Engineering
Рет қаралды 3,2 М.
Awareness on Using Stiffness Modifiers in Etabs
10:24
DECODE BD
Рет қаралды 22 М.
Session 24 - Stiffness modifiers as per IS codes - Bhavin Shah
1:16:50
Tutorial_1: Empirical fundamental time period for RC Shear Wall towers, Cl. 7.6.2 b of IS 1893:2016
16:19
Dr. Manmohan Maniyar Structural Engineering
Рет қаралды 6 М.