Great video. The slab on the toilet should be a one-way slab. Why did you take it as two way? The load coming on the slab should be transferred to the long beams
Really educative Pls ,I like to ask , How is the lintel load being calculated? Since on site ,we do chaining at foundation and provide lintel , which are load also.. How do we apply them in the design?
Lintel Load are been taken carry of by the factor of safety that is applied during the design calculation, which is 1.4. So you don't have to worry about the lintel load on structure. That is what we call unforeseen effects.
Omo this is the most explanatory video I've come across on software applications. Thank you so much for explaining well, you've just gained a solid subscriber
Great Job Sir. Thanks for sharing your wealth of knowledge, i just wanted to know why you didn't add roof load to the roof beam. How do we cater for that load coming on the roof beam? Thank you sir.
Thank you very much sir for this..I followed the tutorial..though I used orion... The beam and column design passed But there is an issue sir The single column around the cantilever side on the upper floor The reinforcement detail was 4×1Y20 + 2Y20.. That is six for a square column I want to ask if that is not too much for a square column(tho it passed) And also what can I do to reduce bar sizes to preserve costs Thank you very much
Very detailed video! When I loaded the loaded and imported, the dxf file using the external reference command in protastructure 2021, it didn't work properly. Please what's the solution?
Wow it worked! 🙌 I had to copy the GA to a new file so I could easily place it at the origin (0,0) then saved it as a DWF file. I just couldn't get it with the WBLOCK command😅
hi sir, may i know what should i do when the design status shows that all of my structural elements(beam,column,slab) including truss were not designed?(basically all of it were white in colour after i selected design status in the visual interrogation) and the notice on "Building Analysis Result is not found. Process canceled." also popped out making it impossible for me to continue with designing pad footing and analyze my design.
Nice to know you are trying your hands on protastructure. First load at your loadings very well and make sure it’s not much. Secondly check your section sizes and make sure they are not too small
The slab on the roof was deleted because we are not design for a concrete or slab roof. If we're to design the roof to be slab or concrete roof we wouldn't have deleted it. Be the type of roof we want to use for this building is an aluminum roofing sheet.
@@stantablizo5045 Good evening Stan, I want to inform you that your request to include footing tie beam is implemented. Here's the Link to our new video with footing tie beam : th-cam.com/video/jOuq-C79eOY/w-d-xo.html
Good day sir. Please, can I have ur phone number? I would like to speak with u. I have been working as a site Engineer for some years now. But being a structural engineer has been my dream. I would like u to guide me.
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Great video. The slab on the toilet should be a one-way slab. Why did you take it as two way? The load coming on the slab should be transferred to the long beams
thank you sir, ur teaching is very lucid on design of concrete structure in protastructure
Thank You Engineer Chinedu
Thank you Sir. Saved a life now
It’s Nice to know
please the strucural detailing video for this project
We did already
Do you have a tutorial on manual design of reinforced concrete
Really educative
Pls ,I like to ask ,
How is the lintel load being calculated?
Since on site ,we do chaining at foundation and provide lintel , which are load also..
How do we apply them in the design?
Lintel Load are been taken carry of by the factor of safety that is applied during the design calculation, which is 1.4. So you don't have to worry about the lintel load on structure. That is what we call unforeseen effects.
Omo this is the most explanatory video I've come across on software applications.
Thank you so much for explaining well, you've just gained a solid subscriber
You are welcome to Ekidel ❤️
Such a perfect teaching 🥰🥰💙
Great Job Sir. Thanks for sharing your wealth of knowledge, i just wanted to know why you didn't add roof load to the roof beam. How do we cater for that load coming on the roof beam? Thank you sir.
Any building that doesn't have snow ❄️ effect, the Roof load of that building can be ignored because the load without Snow effect is very minimal
A well derailed lecture. Well done Bro.
🙌
very good video, you did it all also very educative. thank you sir
you have done an excellent job.
👍👍
Thank you very much sir for this..I followed the tutorial..though I used orion...
The beam and column design passed
But there is an issue sir
The single column around the cantilever side on the upper floor
The reinforcement detail was
4×1Y20 + 2Y20..
That is six for a square column
I want to ask if that is not too much for a square column(tho it passed)
And also what can I do to reduce bar sizes to preserve costs
Thank you very much
It's too much
Great content. Thanks a lot for the presentation. I anticipate the detail drawing as soon as possible. Regards!
Thank you for the kind comment.
Video on full detail drawings will be out shortly.
Hi Esther, You can check out our Column reinforcement detail drawing video through this link : th-cam.com/video/FDEkDqMW8s0/w-d-xo.html
Is it Okay for the wall of rooms 2,3,4 &5 on the top floor to be resting directly on slabs with beams running under the walls?
Yes it's okay
Very detailed video!
When I loaded the loaded and imported, the dxf file using the external reference command in protastructure 2021, it didn't work properly. Please what's the solution?
Your AutoCAD drawing file need to be in 0,0 origin in autocad else it won't work.... That is for Prota 2021
Wow it worked! 🙌 I had to copy the GA to a new file so I could easily place it at the origin (0,0) then saved it as a DWF file.
I just couldn't get it with the WBLOCK command😅
@@bernard7685 nice it worked for you
This is really good. Thanks.
You're welcome
Pls where the link for the concluding part of the tutorial?
How can one be economical by reducing the bar diameter of the upper columns and the roof beams because am still seen 16mm on roof beams
You will have to do bar manual calculation to reduce from 16mm to 12mm and the total number of 12mm must equal the total area of the designed 16mm .
Thanks. You so much... Can you pls give me the plan
The link is below the video description
hi sir, may i know what should i do when the design status shows that all of my structural elements(beam,column,slab) including truss were not designed?(basically all of it were white in colour after i selected design status in the visual interrogation) and the notice on "Building Analysis Result is not found. Process canceled." also popped out making it impossible for me to continue with designing pad footing and analyze my design.
Nice to know you are trying your hands on protastructure.
First load at your loadings very well and make sure it’s not much.
Secondly check your section sizes and make sure they are not too small
Great, please also do for raft foundation (raft slab& beam)
Okay I will do that in my coming video
👉Get the CAD file I Used for This Training Here: selar.co/Arch_CAD_File
WhatsApp phone number : +2349168891533
hi, is dpc is same as lean concrete?
No, Lean Conceret is Blinding
The best. Keep the fire 🔥
Thank You 💕
Thank you for this video.
Very informative
Glad it was helpful!
why provide a cantilever from the middle of the a primary beam?
Because that is how the Architect wants it. Also structural it is very workable.
@@EkidelCAD Thank you
How will I get the plan in AutoCAD inorder to practice
The link to download it is in the description.
@@bernard7685 I tried but I can't download it
why is the wall unit weight 3.17? and not 2.87 sir?
The wall unit weight is 3.47
Weight of block without plaster = 2.87
Weight of plaster on both side of block is 0.6
Total is 3.47
@@EkidelCAD oh, thank you sir
Thanks man
Aprreciated bro
How much is the PROTASTRUCTURE SOFTWARE?
$2,500 dollars from the company.
$750 dollars for shared license
Great
Thank you MOSTAFA
Why was the slab on the roof deleted
The slab on the roof was deleted because we are not design for a concrete or slab roof.
If we're to design the roof to be slab or concrete roof we wouldn't have deleted it.
Be the type of roof we want to use for this building is an aluminum roofing sheet.
@@EkidelCAD Can we put also footing tie beam to support the wall
@@stantablizo5045 okay I will do that in my next video
@@EkidelCAD Thank you
@@stantablizo5045 Good evening Stan, I want to inform you that your request to include footing tie beam is implemented.
Here's the Link to our new video with footing tie beam : th-cam.com/video/jOuq-C79eOY/w-d-xo.html
Please provide the cad file
Yes I will add the AutoCAD file link on the description Tomorrow.
It's already late night here in my country.
@@EkidelCAD ok will be waiting. Thanks. I like your videos they are really helping me
Kindly remember to attach the Cad file
@@musumbaamukoya3543 yes I will
@@musumbaamukoya3543 Hello, I just added the link to the CAD file in the video description. You can download it now and start practicing.
Good day sir.
Please, can I have ur phone number? I would like to speak with u. I have been working as a site Engineer for some years now. But being a structural engineer has been my dream. I would like u to guide me.
Ok
+2347075180786