You mentioned that there are 4 methods of analysing. I need your clarification on one issue. The first method involves BULDING ANALYSIS, whereas the second method is FE ANALYSIS. What if I have run the BUILDING ANALYSIS, and later wish to design the slabs using FE ANALYSIS (Slab strip using FE STRIP instead of ANALYTICAL STRIP). In which case do I have to run FE ANALYSIS TOO???? Thank you.
Good evening. I've been following for a while and I can say I enjoy watching you. Thanks for making out time to put us through However, I need help downloading prota structure. The one I use currently won't let me design. Don't know if you can help with that
@@ridwantician I downloaded the 2018 version and after the whole analysis process and it's time for me to get my design results displayed i get an error note. That is run time error 53. Don't know if there's a way of fixing this or you know how I can get to download another version for free?
Thank you for the question. 1. Building analysis is a static analysis. Its the only analysis available for columns and beams design. 2. Slab strip is also an analysis that is available for slabs if you want to carry out a static analysis. 3. FE floor & Mesh and FE chasedown analysis are linear analysis for slabs. 4. FE raft foundation analysis is also a linear analysis but can be used only for raft slab. This means you only have one method of analysis for slab. You have three methods for slab. All these analysis will give you accurate result regardless of the method you use.
Very beautiful n interesting video
You mentioned that there are 4 methods of analysing. I need your clarification on one issue. The first method involves BULDING ANALYSIS, whereas the second method is FE ANALYSIS. What if I have run the BUILDING ANALYSIS, and later wish to design the slabs using FE ANALYSIS (Slab strip using FE STRIP instead of ANALYTICAL STRIP). In which case do I have to run FE ANALYSIS TOO???? Thank you.
Pls do you have a video of raft foundation design?
Sir
Please upload a video showing how to model, support and design a floating column.
Regards
Vijay Pushkarna
India 🇮🇳
Alright sir. Make sure you check back to see when I upload it.
Hello brother I'm also from India
I wanted to know how to learn prota and it's supports Indian code ?
@@balashankar5575 Indian codes not available here
Good evening. I've been following for a while and I can say I enjoy watching you. Thanks for making out time to put us through
However, I need help downloading prota structure. The one I use currently won't let me design. Don't know if you can help with that
Thanks for the compliment. Can you elaborate how your ProtaStructure isn’t allowing you to design?
@@ridwantician I downloaded the 2018 version and after the whole analysis process and it's time for me to get my design results displayed i get an error note. That is run time error 53. Don't know if there's a way of fixing this or you know how I can get to download another version for free?
@@opeyemiogunkayode2584 you can contact me on WhatsApp with 08165637552
@@opeyemiogunkayode2584you can simply off your windows antivirus
Please share link to download prota software
Why we need to change slab stiffness factor to 0.5 when run the FE Floor analysis?
By doing that, you're increasing the stiffness of the slab. Hence, you're making it stronger. You can as well reduce it to 0.25.
@@ridwantician Engr. where can we find this stiffness factors in the Bs or Eurocode? you are really doing a great job.
Engr which of the analysis method is the most effective for the final result?
Thank you for the question.
1. Building analysis is a static analysis. Its the only analysis available for columns and beams design.
2. Slab strip is also an analysis that is available for slabs if you want to carry out a static analysis.
3. FE floor & Mesh and FE chasedown analysis are linear analysis for slabs.
4. FE raft foundation analysis is also a linear analysis but can be used only for raft slab.
This means you only have one method of analysis for slab. You have three methods for slab. All these analysis will give you accurate result regardless of the method you use.
@@ridwantician thanks Engr
Nice
Very good prota structure tutorial.
Thank you Engineer
Why do we have to set the regid zone to none. During the static analysis
Fran has zero length, what do I do ???
Hello 👋
Hello