Відео

Sir please how can I get this software

welcome back

How can one get this software

welcome back, scholarrrrr!!!!

welldone sir ❤

What do you do when the number of reinforcement below is bigger than the one above

I called you said wrong number

Please, can you help me with getting a protastructure 2019 or 2022 activated. Thanks. Better still is there a way i can chat with you.

thanks man

Nice one namesake and colleagues

Como faço para conseguir isso

Excellent presentation. I started using staad in late 1980s. Keep up the good work.

CAN WE DESIGN CIRCULAR TIMBER SECTIONS IN STAAD ?

Did design this section mean z section into advance staad... Please thank you

Excellent Presentation! Fully appreciated!

Hello Ridwan, great video there. I just want to know how we can achieve this on site. Might I have designed it as a fixed but in site the later is applied. Or it all depend with the bars they use.

thank you very helpful 👍👍

Thanks for this video. Out of the four methods is it only one you can use at a time particularly from the three for the suspended floors.

respect for you sir , this is the first video i am seeing anyone explaining this thank you

Thank you engineer for training. I am deeply in need of those spreadsheets. Likely help me

Thank you engineer. I would like to ask you kindly to share with me those spreadsheets. Let me know how i can directly contact you. Thanks

Thank you for the video. Is there any setting to reduce the length of column in beam elevations? I get tired to reduce them manually

Sawayn Union

What about a case of a cantilever?

Vergie Expressway

Tnvm

Thank you, it worked for me

How can you mirror a group of beams, columns and slabs in PROTASTRUCTURE

5111 Andres Expressway

I can't opening prota steel 2021

Gulgowski Alley

6138 Angelita Skyway

Uriah Motorway

Pls do you have a video of raft foundation design?

am really excited about this opportunity

How do we get the spreadsheet

Please can i get all the spreadsheet

Can I get Excel template sir

Wrong. You have to ask the sand how it identifies so you don’t hurt it’s feelings and get thrown in prison! #GaySand

Same video make on Indian standard please.

Please in the analysis mode when you animate it and the displacement is moving too high and down. How will you handle that?

Please my slabs are always showing not design when i turn on the design status. What can i do on that

where can i download the sheet?

Sorry to say this, but what u did is very wrong, u r just resetting the bars without redesigning, you can clearly see it before clicking ok, that the column was not designed. Even if you chose Y6 will work base on this ur criteria

Wow helpful indeed i kindly request for this template

Thank you

Weldone, its good to educate fellow engineers on structural design, however, much as I wouldn't want to comment, you need to realise that what you have is essentially added reinforcement to your slab in your " localised " reinforced area, and not a concealed beam... that's why the prota couldn't give you the " concealed " beam capacity,...the beam essentially is part of the slab....a beam by definition cannot be " concealed " in a slab......however your effort to explain it is commendable however, even though I disagree with your analysis

Thanks P

Can you please send me the spreadsheet?

I just got informed that i have input the spans as meter whereas the sheet requires data in millimeter. Ensure not to make this error while using the sheet. Thanks.