Відео

Thank you, much helpful, please upload more videos on substation structural analysis

Nice one

Nice and clear. What about I prefer the triangular and trapezoidal loading on the beams from a two-way slab be changed to rectangular loading? How is this done in STAAD?

Bro where is the page no of F1 F2 and FR farmula in code book q

How to find depth of pile....?

very nice.

Excellent explanation.. Thank u so much. Keep up the good work..

sir what if our building is not symmetric and we have 2 to 3 time period. then in this case what value of T is preferred?

Very Good Thanks

thank you sir for uploading this type of video

How did u get the value as 130.94mm for acr?

You explain things so well. Subscribed. Would be great if you had a comprehensive course for this on Udemy.

Thanks for the video. Is it possible to share a redacted version of the drawing?

What is the tolerance allowed for 1. ROW to ROW pitch distance 2. Vertical distance 3. Clear cover

When u upload upcoming videos

what will be when H2/Dt exceeds 16

Hello, Sir. Thanks so much for this very interesting video. Sir, I need a better clarification of how you got the moments about point B of the toe towards the end of the lecture. Thanks, Sir.

Great

can you tell me how to devine material like aluminium mullion facade with various forms ?

What's the formula for checking depth while using Fe500 steel

please sir do you have design based on eurocodes

KINDLY show how u got design shear. the formulae cannot give that 84.

the video is not clear from 9th minute. kindly adjust the resolution otherwise it is a nice work

Do not we need to consider section 1630.3.1 multiplying the overstrength factor by the designed base shear?

Good

Mres calculation is not clear

you only calculated the column stiffness, why you did not calculate the stiffness of the beam?

Just reading ppt

error: no reference load case of type mass/gravity/dead/alive is defined for mass modeling How to solve Sir ?

Thank you, very good video.

Very well explained. Also explain seismic load application and load combination

Please upload the next set of videos explaining RISA modeling techniques for rigid bus analysis. Thank you 🙏🏼

There is no drop-down list in seismic definition

How did you get Vu? I didn't see the formula in ACI Code.

Soft pile kay liay konsi concrete use hoti hy?

Tnx.

Staad design for bus support would be much appreciated.

Sorry, at some points, the video fades and not clear to see

Nice one sir. Keep uploading

Your all videos are really helpful 👍 great efforts 👏 Could you give short explanation series of IS16700

Thanks I am want files PDF?

please upload a detailed version of the question.

First time saw ur video. Got to be fan of yours..

In hoop tension u have used tab 9 nd 10 of taking the h^2/dt value in that suppose it's not 8 having of 8.2 value so in that we need to calculate interpolation method i need that method pls tell me how to calculate the interpolation method for the value of 8.2 between the value of 8 and 10

Thank you for sharing your knowledge

Sir , These are the details for a protection wall along river bank Existing ground level - 12.600 River bed level - 7.130 Ground water table located at - 3.00mts below ground level What should be the pile cut off level ..?

Sir ,you haven't explained about m20 grade concrete ratio and RCC details , please tell without fail

Thanku so much

Best explanation of pile foundation

nice work.