Modelling, analysis and design of flat slab using prota structure

[@Mannyxdaxgoat]

Who is this guy and why are you so wise in the ways prota magic

[@ezeemmanuel5767]

AWESOME AND INFORMATIVE.

[@elijahagola8009]

Amazing tutorial. Thank you, Olokunola

[@Lanreolokunola]

You’re welcome

[@lulukobe8nba]

Good Job man

[@NAHNAHVLOGS]

When are we celebrating our 1k subscribers Congratulations 🎉🎉🎉🎉🎉😊😊😊

[@偉-j7w]

very good

[@isahshehu1183]

How do you check for punching shear on the slabs sir?

[@Lanreolokunola]

Follow the video

[@MadeWun]

Great work Bro. Could you please design a steel stairs (out door unit) with staad pro. Thanks.

[@Lanreolokunola]

noted! i would consider it in my next viddeo

[@oyetundesaheed3912]

Bro, pls drop your WhatsApp contact, I really want to know more about staad pro.

[@oyetundesaheed3912]

Pls where did you download your staad pro connect edition

[@Lanreolokunola]

@@oyetundesaheed3912 i sent you an email

[@michaelgodstimeake6044]

Please can I have your contact sir

[@sfreejj]

Hi, very informative video. But I'm always still encountering a problem due to the axial load every time I am trying to design flat slab how should I troubleshoot this problem?

[@sfreejj]

*due to the axial load comparison exceed 5%

[@Lanreolokunola]

Moy Jian Jun email me [e-mail]

[@sfreejj]

@@Lanreolokunola Hi thanks for the quick response !!! I've have emailed you with [e-mail]

[@m.sarhanalbahrami1743]

Thank you

[@joachimbotsie9489]

Please you didn't design the foundation for the shear wall.. Do you have a separate video for that? Thank you

[@Lanreolokunola]

you can check other videos. but it is pretty straight forward

[@ezekiellinc2732]

thanks alot

[@mubaraakaliyumuhammad8743]

When I try the Batch FE analysis the error mesh file cannot be found. Csn you explain better. Thank you

[@Lanreolokunola]

Email me the picture of the error

[@danieldabatyough2807]

Hello Lanre, I have been using Prota 2018 for some time without problems until recently when the analysis result returns a critical error message. How can I resolve this issue, please?

[@Lanreolokunola]

well i have not experienced it. can you send me a screenshot of the error [e-mail]

[@ogunleyeemmanuel3578]

HOW DO YOU PROVIDE REINFORCEMENT FOR THE COLUMN DROPS

[@Lanreolokunola]

I’d do that in my detailing

[@ogunleyeemmanuel3578]

@@Lanreolokunola PLEASE CAN I HAVE A COPY OF THE DETAILS AM IN THE MIDST OF DELIVERING A CRITICAL PROJECT AND THE ARCHITECTS WANTS A FLAT SLAB

[@francisudubor6811]

I keep getting an error... “error no 104... node error...hard node located outside the domain. File = h:\cm2\sources\triamesh\delaunay_t3.cox, line = 764” I can’t seem to find any help on this

[@Lanreolokunola]

Your slabs are not connected together

[@amosolabode3032]

Please i have been encountering the error "axial tension load exceeds ignorable limit"

[@amosolabode3032]

@@Lanreolokunola thank you for the quick response sir, i have done that too but still getting the same error for a particular beam

[@Lanreolokunola]

@@amosolabode3032 email me

[@smartelvis3843]

U are obviously not a civil engineer are u? Recommended one does the calculation manually coz these softwares aren't that good