Tutorial_2 : Scaling up Response Spectrum Base Shear as per empirical period, Cl.7.7.3 IS 1893:2016

Scaling up base shear calculated by response spectrum method , as per base shear by static coefficient method using appropriate empirical time period.

[@ravishankar.p5542]

Excellent sir 👏 young structural engineer need this type of video explanation...

[@mazharkhan9229]

Sir , level of your videos is awesome. I want to suggest few things sir that you should make proper playlist for ETABS . Like everyone will teach how to define material , section properties , modelling , load application but no body will teach you how to apply lift load on machine room , no body will teach you how to apply EZ earthquake , no body will tell you what check you should apply like torsional irregularities check , drift check, with codal provision , no body tell you how to give detailing of column ( column schedule) shear wall details , beam details,

[@dr.manmohanmaniyar6985]

Sure, thanks.

[@azmat_waseem]

Very Informative... Thank you...

[@ahmadmustafashaikh8555]

Thank you sir for sharing valuable knowledge this helps me to understand the concepts. 🙂🙂🙂🙂

[@dr.manmohanmaniyar6985]

So nice of you

[@narendrajadhav1224]

What shall be done if base shear Vb bar (impirical) is less than Vb (by response spectrum analysis? )

[@ravinderswami2938]

Sir Z I Sa/2Rg .. this whole value is already taken ... I have manually calculated and cross checked the value in response spectrum function . It is period vs acceleration.. and whole value is taken

[@Darshit_7]

Nice informative 👌👌

[@dr.manmohanmaniyar6985]

So nice of you

[@blacklistednawabzada7140]

Sir how much percentage of base shear shall be matched. I have read that base shear calculated in RS method shall be atleast 85 percent of base shear in ES method. Can we only multiply it by .85 ESM/RSM or we need to consider full 100 percent?

[@shareqinamdar9211]

Sir, can you please explain the Fig 5 of IS 1893-2016 part 1 regarding the height of the building.

[@dr.manmohanmaniyar6985]

Sure, will publish a tutorial on it.

[@pareshbaviskar6735]

Hi sir can you please make video on slab and wall Meshing in Etabs by Manually...and manual calculations of shear wall ,core wall,beams

[@dr.manmohanmaniyar6985]

Please wait..

[@dr.manmohanmaniyar6985]

th-cam.com/video/niDmHcQjl9E/w-d-xo.html
Dr. Maniyar Structural Engineering Tutorial on Cl. 7.6.2. b of IS 1893:2016

[@dr.manmohanmaniyar6985]

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 [e-mail]
First lecture will start on 11 September 2021.

[@dr.manmohanmaniyar6985]

th-cam.com/video/mVW4KcXZJxQ/w-d-xo.html Dr. Maniyar Structural Engg. Tutorial on Dynamic Behaviour of Structures and modes of Vibration.

[@FaizanShaikh-xd7bo]

sir we scale model in x and y direction but why your load case show spectrum in z direction is it req in vertical direction also

[@dr.manmohanmaniyar6985]

Vertical acceleration scaling requirements are explained in detail in Tutorial 5. Please refer it.

[@viking5387]

sir can you provide online training class

[@mdtariqulislam2795]

Make more

[@dr.manmohanmaniyar6985]

Sure