Sir I couldn't able to excel sheet, there is an error

can you share excel sheet please

Topics is different types of stair case design

Sir can u make more videos like this

Hello.... Will there be any course for Tekla....!?

Can we use section designer to create composite shear wall?

Thanks for the video. When should I consider long term analysis? Coz Whenever I perform long term analysis, (i count the partition wall loads beside the live load and super dead), found much conservative values ( thickness is much higher) for the slab if I compare it to the deflection limit value L/240.

Informative video 👍 Helpful

Sir it has been seen in video that while checking concrete preference, consider P-Delta done? is selected as yes which is black in colour that means it changed by the user if we run P-Delta analysis then ETABS should consider that by default right?

@Sandip Deb, first of all thanks for video, we should have this knowledge sharing things. My question is that Do we have this things mentioned in Indian Code or the other way round How this is done according to Indian context..?

While calculating immediate deflection property modifiers used?

Shall we need to give property modifiers? If yes there values

Very Good knowledge sharing video sir. Can you just tell that is it ok to apply lowerbound and upperbound property modifiers to basement top slab and peripheral retaining wall only? Or it is required to apply for all basement level slabs?... Also, is it ok to take only basement top slab as a semi-rigid diaphragm and all below floors as a rigid diaphragm?

Sir how to check compressive stress of shear wall in etabs

where can download Autocad file

3m length bending about is z axis am i right sir

Good presentation of modelling design. Create an envelope for serviceability and strength load combinations . Just u have defined individual load cases. In loadcase details initially you have taken reduced LL of 25% once again you have defined mass ratio for LL of 0.25. No need to manually reduce LL. Actuall need to consider and if we define it in mass it will calculate seismic weight of building automatically.

👍👍👍👍👍 the formula for mass modal contribution was great help

Thanks

wonderful vedio and expalined also.... thanks

Will you provide the excel sheet?

🤩🧡

i HAVE PURCHASED IT BUT CAN NOT DOWNLOAD PLS HELP ME TO DOWNLOAD THIS FILE. DONT HAVE ANY CONTACT INFO

Nice information !!

i HAVE PURCHASED IT BUT CAN NOT DOWNLOAD PLS HELP ME TO DOWNLOAD THIS FILE. DONT HAVE ANY CONTACT INFO

very Nice Sir

I show lots of structural engg videos.. most of them are not correct or technically not sound enough. but all of your videos are technically very sound, reliable and very useful for practical purposes.

Very informative video

Waiting for part 3

Can i get the floor plans?

Can we make static seismic load auto without separated models outside to get it as user definer?

Informative

it's not for free isn't?

Sir For example if we use all bars in column 20mm but in beam can we use which is having more depth can we use 25mm for that or we have to follow any criteria as per is code...

How I can get this Excel sheet ?

Thank you soo much sir… this technic will save lots of time

For example if we have column 450x450 and beams 300x450 when modeling in etabs for in boundary area of plan in etabs that beam is going to rest on middle of column can we do insertion for that or we keep that as its but will change in plan while creating drawing...

Sir could you please send me Structural wall system and how to find time period of Structural wall system video that you have made before understanding of dual Structural system....I can't find Structural wall system and their time period video

Sir, how to find the load for different return periods please explain.

Where did the BElength = 300mm come from?

super sir

can you provide this excel sheet?

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 ?

Hj....?

Sir please share cad plan of the same