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Is it ETABS Ver 22.3 or 22.4 ?

Need to dwg file please🙏🙏

Nice

Do we not needed Load combination in staad pro ? This RCDC software will take load combination automatically by own ??

THANK YOU !!

How to partition walls to apply two different colours

Soil profiles option is not visible in my sap2000

Your screen has been lagged during application of loads

Sometimes design fails and we cant fegure out why is the biggest problem here

❤❤❤

Sir , which version tekla structure is this

THANK YOU SO MUCH SIR.

you explanation is very good ....

Nice. I have one quesion . Why you deselect response spectrium load cases? Foundation has to be designed for gravity + dynamic(RSP) load instead of static load (EQ)+gravity as response spectrium provides better responses of a structure againist dynamic loads.

Hi bro our project was to 'Soil structure interaction on building frame for seismic load considering black cotton soil and silty sand' And help me to make structure model on 'SAP2000' Can you?

How to design curve shear wall in tsd and if import to ts why its shows class joont column beam slab point

Amazing

Hai Sir, Thank You for you content. Could you Please share the contents refered for this tutorial (the Pdf/AutoCAD drawing). Iam not able to access it through the link that you have provided

thanks bro,👍👍

thanks bro.👍

thanks bro.

Sir make the video of house construction rule near highway in Tripura.

Sir make the video of house construction near highway.

Make a video on Shear Wall

While defining sesmic load pattern, there are 3 options for time period ,which one we should take, user defined or program calculated in etabs

We appreciate the good work sir🙏, pls which tekla structure version are you using Sir

thank you so much brother no one is explained like this

Why column has pinned supports....!?

Please tell me what is the difference between Grade 1, 2 & 3 for AMC building planner?

Why modal case is not included in load cases, as it is usually done.

How to find rotational mass participation in staad pro

Hello sir. How can I find analysis and design of full building using response spectrum method in staad pro using American codes. I really need a sample or so for my project. I am analyzing a one storey and 3 story buildinng in staad pro using ACI and ASCE code. Can you provide me a document or a course if you have/know one?

Hii sir

Rcdc is not moving footing please even after setting limits

In tekla structure designer can we do PEB..??

Hi Maynak, what do you think about results given by Tekla Designer? Does it provide economical sections compared to Etaba ? Also which software you prefer Etabs or Tekla for RCC design.

Footing is not moving

hello sir, thank you for your simulation. I would like to ask you the name of the method you made this SSI analysis to read

we cannot see the curser

CURVE SHEAR WALL OPTION PLEASE TSD IF YOU HAVE ANY OPTION

No need to reverse the signs for y and z?

How do I measure the dimensions?

Top slab only live load will act know sir how we consider floor finish load

Floor finish and live load should apply on top slab

There is too much background noise

There is too much background noise

Very helpful & informative sir, but please check the sound quality, Please bring the design & analysis part please

Do you hv sap playlist on Udemy App?

For calculating spacing you should divide 1000 by number of bars and not spacing between since in the next 1m too there will be same no.of bars and your analogy will lead to 2 bars at the same common edge location. Draw once you'll understand. But good video nonetheless. 👍