Video

super sir

can you provide this excel sheet?

Sir, please similarly explain for column

superb. Please explain for ETAB software also...

Well explained.

Very productive information and post

If I have two towers without a combined podium, can I use this process or should I create separate models for each tower

The efforts generated by the spectrum in the structure are absolute values, which cannot be combined with gravitational loads (which have a sign convention according to the direction of the force). How can you give a sign to the forces generated by the spectrum and be able to combine them with gravitational charges and so on?

What is the name of the code ?

Sir. ... I keep watching this video with highly appreciation this efforts ... please can you make the same illustration with ACI 318 code???

Hj....?

Sir please share cad plan of the same

Sir I'm using higher version of safe, I can't find option for include points in analysis mesh

any solution please

No free download for IS 62305 even through individual credentials

Thank you Sir.

Why we release moments in my,mz direction

Informative video but I have 2 doubts. 1. Why 2xP/(effective area) 2. In SAFE, the moment is applied along Y so it is actually MY which is about X, am I correct here?

Midas ta apni one to one sikhie deben training er moto.

Can I do this in the case of shear wall?

I want to learn that software , please share ,if possible include sample same to your presentation

is it same thing if i draw beam with out insertion points but i will connect it with the column with a "link" ? thanks , your follower from Egypt

How do u model shear wall? Do you put dummy beam?

If we want to take reaction from staad and footing design in safe then what modifications needs to be done during importing time? Better to have one video plz if possible

PLEASE SHARE LOGITUDINAL SECTION OF LISP PLUGIN

Can we change ductile designing code IS13920:2016 to IS13920:1993 in design details portion of ETABS.If yes then How?

In all three cases modifiers of tower elements will be as per upper and lower bound or will it be the same as given in table 5???

Please make one lecture on Load combos for design ( Response Spectrum ). Thank you!

Great work!

Bro where can I find the lecture 5?.I need a pile cap design on safe. Nice lecture .thanks🎉

How to check seismic total weight of buildings here?

Can you post video on tekla

Detail explanation, can you provide some examples how to calculate crack width when there is direct tension and bending.

In case of column on property line the axial force eccentricity causes large BM on footing causing tension on one side, as you say can I design the footing till not more than 25% area of footing is in contact with soil.Does the footing SBC condition for service load should be satisfied or the SBC value can be relaxed by considering 1.5 safety factor as compared to 3 which is usually. But also the SBC with 200 kN/m2 will only satisfy for single floor building as for two floor the axial load is such that the SBC value comes less than footing pressure.So in this case do you design footing as strap footing,combined,etc or can rectangular footing can be provided?

How center is shifted to O kindly explain at 15:16

Sir then How we can apply both SLS and ULS modifier in Single Modal Analysis?

Why its 2xp ?

Please come again, are you saying the total force in the triangular distribution would coincide with the supposed axial force P at an eccentricity e from the center of the footing?. I doubt it

Sir, In CSi safe Deff for foundations is taken with reference to top cover for punching shear check when we right click and check on ratios...How to solve this issue in csi safe..Also in newer versions reinforcement increases when mesh size is reduced whereas it was opposite in old version of 2016..So I always calculate reinforment from moment values..

Great analysis for all who want to understand tension (uplift) in a foundation

Thank you for such a nice explanation

Thank you so much sir

Thanks for this. It was a good refresher.

Hi Sir, Can you please share the information that how to fine the natural frequency of real building. Real building means Scale model and having free vibration using shake table as well as in any Software. The point of concern is 3D building, we usually have 2D frame.

This tacks immense courage to accept one's mistake very impressive and respect for you

Can you share the Excel sheet please? Thanks

Also do we need to define p delta option??

During design PDC1, PDC2, PDC3 and PDC4 combination need to add in load combinations for structural design??

What is the configuration of PC (CPU) or using monitor only for Laptop?

How to design backstay slab?