Well precise and educative . But I have a question pls . Have done my modeling. Also did the building check and it pass. But the analysis couldn’t run . It drops a message like Analysis can be carried out when all stories populated . Models with empty with empty stories cannot be analysed
You probably have storeys without elements , try to delete storeys that are not needed in your model and then try analysing again. Ensure you update me please.
can i ask about how to design monolithic IBS building for wall and column to perform 1 unit area .just simple 1 storey building (without using column) ,the wall acting as self bearing wall.Please
Greetings, sir. Could you kindly tell me how to create a new concrete grade, such as C21, from the edit material and how to draw or achieve an irregular-shaped column in a prota-structure? I refer to all the bent columns.
Thank you sir.. The feedback is useful.. If I can help you with the question sir,you need to know how to design a staircase using prota structure? Expect it in my next video.
I have a design currently that I draw on AutoCAD, but I haven't produced a structural design for it. How do I go about it to produce the structural design on PROTASTRUCTURE?
Thanks for the video sir...Is it always a good practice to include openings due to windows and doors within some walls in the wall load? What's your view about that sir?
Yes, if you'd be working with specific loadings where you'd not want to load your beams or walls with uniform loads but that which is only apportioned to different sections,that is fine and more accurate in terms of load application. I believe I've been able to pass my view well. Thank you sir
Good morning mr Joshua Thanks for all you do Please how can I resolve this problem on a beam ( index was out of range. Must be non-negative and less than the size of collection. Parameter name: index)
@@temitopejohn89 Please send me the G.A via mail indicating the beam in question. Please also send a snapshot of the error message.. Email: adejumo.joshua1@gmail.com
Good morning sir. Thanks I have resolved the issue. Please is there a way I can save a job on a lower version on prota Like from 2018- 2016 Is it possible?
Good day My Tutor. Pls I have one question and it's very important to me. What I have been practicing on protastructure is when I have same plan for all story level, what if I have different plan. How do I go about it?
@@ridergist Remember that Prota does the analysis and design (including the transfer of loads).. What you can do is to check the loads on respective beams and work out the amount of loads transfered to other beams or columns from there but in the actual sense of it,prota does all of these for you already
@@Joshua_d_designer yes I know prota does it all. Am just curious to solving that issue. Because beam moment shldnt be transfer to beam but which most designs, it does.
Oh! Alright, the solution to this is simple. Get Orion installation file, install it and go back to edit the story. Well, you may feel it's unrelated but that's a very sure way out.
BRO, the intro and the unnecessary talks take away from your channel. Most folks who want to learn structural software are really into heavyweight knowledge so you don't need to tell them how good the software is, they can tell on their own and also watch big channels, they don't ask for subscribers, the content on the channel is what makes people subscribe. 5 min of intro wow. maybe you should have a script before you do videos so you dont go about in circles
Well, i will like to appreciate your comments as it represents your perspective. I have gone through other comments on this same video and i think yours have gone too negative to consider. Thank you for watching my videos, i have others that will help you get better too. Bye for now ☺️
@@Joshua_d_designer I just want your efforts to be fruitful. The internet is a place where people loose their patience easily and have limited time. Some little digging into advertising, marketing, branding, copywritting, SEO and the allied fields will help in pushing your branding higher. Trust me, never accept praises from the comments section. Embrace criticism in all it forms. Best presentations are always done with the help of scripts or a rehearsed one. Try as much as possible to avoid any talk that does not contribute directly to the topic at hand. OK. It may sound counter intuitive to think that by not asking for subscribers, you will not get any. It is rather the weight of your content and presentation that matters. I am sure you will agree with me that you have subscribed to channels just in the first 2 minutes because you are scared you might not remember the channel if you don't subscribe immediately. It was because of the quality of the content on the channel and how it can be of benefit. There is this channel that has some good stuff but just go through a few videos and you will understand what I mean. The channel is KEONYEDI OLODU. With the content he has, he should have big subscribers but quite the opposite because he simply rant about and repetitions of same talk over and over again. Take my word and advice bro. Always straight to the point is the way. less is more
Thank you for ur short, precise and accurate information bro!!
This is very helpful to me. Thank you
Very very educative and easy to use video sir. Thank you very much for this.
thank you for sharing knowledge
you are really perfect bro now iknow what to do
Nice video bro ..i really appreciate
Thank you so much boss.... I'm sticking by
Thank you sir for the video. god bless your work
Wow .....u re a doing a good job here
very easy to understand and comply. thank you.
Excellent work, sir
Thank you very much Evans.
Thank you for this tutorial
You're welcome, i am glad you love it!
Weldone ma guy.....very helpful video 👍👌
Thanks for this but am using the 2022 version am stocked on the slab picking of the types
Thank you so much for this tutorial. Please how can I change from T to Y for representating high yield bar?
@@AshiokpeSamson-rq3ij Yes I have such video on my channel
@@Joshua_d_designer please can I have your contact, I would like to have you as my teacher
Keep up the good work
Thank you momma..
Much love
Thank you sir for this video, please can you make a video of how to apply wind load on your structure thanks.
Sure...
I will be dropping that soon too..
Thank you for the feedback
God bless you Joe
Amen
Thank you 😊
Please I need the video about the general arrangement you stated in your video
ua-cam.com/video/Q9GO2lc8Uyk/v-deo.html
This is it
Thanks Engr.
Good teaching. Please, what happens when you try to load your beams and it do not change colours?
What is the cause, please?
The problem is not the colour. Please confirm if the load has been applied
Thank you very much please I want to ask why is my slab not showing?
Thanks alot
I'm glad the video was helpful
Thank you sir
very educative, I have a problem with panning, two finger control keeps zooming instead of panning. What do you think can be done?
Thank for that interesting I liked it. Please can you do something on concrete gutters cantilever on the beams
I am glad the video was helpful..
Expect something along your request soon
Well precise and educative . But I have a question pls . Have done my modeling. Also did the building check and it pass. But the analysis couldn’t run . It drops a message like Analysis can be carried out when all stories populated . Models with empty with empty stories cannot be analysed
You probably have storeys without elements , try to delete storeys that are not needed in your model and then try analysing again. Ensure you update me please.
I hope this question will be answered. Good day sir, pls why did you not add wall on the ground floor?
Please during design how to change the diameter of links for beams
Go to beam settings and check that,also give a feedback if you're able to get it. If not,then I will make a video for you
Thank you sir for the video
Please I’m having an issue installing prota-structure on my system especially the keygen part
What can I do?
Install properly, if it continues then get a good installation file
can i ask about how to design monolithic IBS building for wall and column to perform 1 unit area .just simple 1 storey building (without using column) ,the wall acting as self bearing wall.Please
Greetings, sir. Could you kindly tell me how to create a new concrete grade, such as C21, from the edit material and how to draw or achieve an irregular-shaped column in a prota-structure?
I refer to all the bent columns.
Please expect the video in few days
Ok sir. Thank you
When created wall load does not show wall load in 3d modeling
Please how do I change square columns to circular ones?
Expect a video soon!
The video is great. You talked about slab, beam and column but no design of staircase in it. How do move from storey one to storey three?
Thank you sir..
The feedback is useful..
If I can help you with the question sir,you need to know how to design a staircase using prota structure?
Expect it in my next video.
When I try to edit storey my computer is saying out of memory, what could be the problem?
That's could be an installation problem
Good day Engr
Am having a ''Run time error, file not found '' when analyzing,
What is the cause please?
There are a number of things that could be responsible for that; Some errors in your modeling or system software issues among other things
Pls how do u produce a structural design on an already made design from a different software?
Can you please explain better
I have a design currently that I draw on AutoCAD, but I haven't produced a structural design for it.
How do I go about it to produce the structural design on PROTASTRUCTURE?
Thanks for the video sir...Is it always a good practice to include openings due to windows and doors within some walls in the wall load? What's your view about that sir?
Yes, if you'd be working with specific loadings where you'd not want to load your beams or walls with uniform loads but that which is only apportioned to different sections,that is fine and more accurate in terms of load application.
I believe I've been able to pass my view well.
Thank you sir
Good day sir, my design status shows "x", what could be the problem?
How much is your program?
What about the foundation and roof
Good morning mr Joshua
Thanks for all you do
Please how can I resolve this problem on a beam ( index was out of range. Must be non-negative and less than the size of collection. Parameter name: index)
Thank you for the feedbacks
I will solve this problem in one of my upcoming videos
Please sir can you just tell me what to do
I’m working on a project and I have to submit it today
I just need to rectify this issue before submission
@@temitopejohn89 Please send me the G.A via mail indicating the beam in question. Please also send a snapshot of the error message..
Email: adejumo.joshua1@gmail.com
Ok sir
Good morning sir. Thanks I have resolved the issue.
Please is there a way I can save a job on a lower version on prota
Like from 2018- 2016
Is it possible?
Good day My Tutor. Pls I have one question and it's very important to me. What I have been practicing on protastructure is when I have same plan for all story level, what if I have different plan. How do I go about it?
You'd model it just as you have it on your GA
I'm having problem with it. Bec the plan I use on ground automatically copied to first floor when I insert the story
Where can I download the software
Please how can I download this prota structure app to my system
Please can you show us the bending moment of those beams.
You want to know how to view the bending moments of beams right?
Expect a video on this shortly..
Not to alone but, have a question on it. My question is transferring of moment in the beam model. @@Joshua_d_designer
@@ridergist Remember that Prota does the analysis and design (including the transfer of loads).. What you can do is to check the loads on respective beams and work out the amount of loads transfered to other beams or columns from there but in the actual sense of it,prota does all of these for you already
@@Joshua_d_designer yes I know prota does it all. Am just curious to solving that issue. Because beam moment shldnt be transfer to beam but which most designs, it does.
@@ridergist If the beam constitutes a point load on another beam, the reaction is transfered as to the primary beam
Good day Sir. How can i avail crack of this application protastructure?
Why is the box on my slab type not opening
What about prota steel
❤
right
Good day my prota is in Turkish language
Is it a cracked version?
When I want to edit stories, it's showing Run time error'7': out of memory
Oh!
Alright, the solution to this is simple.
Get Orion installation file, install it and go back to edit the story.
Well, you may feel it's unrelated but that's a very sure way out.
Link to Orion installation file , please.
BRO, the intro and the unnecessary talks take away from your channel. Most folks who want to learn structural software are really into heavyweight knowledge so you don't need to tell them how good the software is, they can tell on their own and also watch big channels, they don't ask for subscribers, the content on the channel is what makes people subscribe. 5 min of intro wow. maybe you should have a script before you do videos so you dont go about in circles
Well, i will like to appreciate your comments as it represents your perspective. I have gone through other comments on this same video and i think yours have gone too negative to consider.
Thank you for watching my videos, i have others that will help you get better too.
Bye for now ☺️
@@Joshua_d_designer I just want your efforts to be fruitful. The internet is a place where people loose their patience easily and have limited time. Some little digging into advertising, marketing, branding, copywritting, SEO and the allied fields will help in pushing your branding higher. Trust me, never accept praises from the comments section. Embrace criticism in all it forms. Best presentations are always done with the help of scripts or a rehearsed one. Try as much as possible to avoid any talk that does not contribute directly to the topic at hand. OK. It may sound counter intuitive to think that by not asking for subscribers, you will not get any. It is rather the weight of your content and presentation that matters. I am sure you will agree with me that you have subscribed to channels just in the first 2 minutes because you are scared you might not remember the channel if you don't subscribe immediately. It was because of the quality of the content on the channel and how it can be of benefit. There is this channel that has some good stuff but just go through a few videos and you will understand what I mean. The channel is KEONYEDI OLODU. With the content he has, he should have big subscribers but quite the opposite because he simply rant about and repetitions of same talk over and over again. Take my word and advice bro. Always straight to the point is the way. less is more
@@niinuetey9878 This is brilliant..
Thank you so much, i get it now. Well said!!
Thank you, Engr. please do you have a video tutorial on civil 3D? please can you send me your number for a serious business?
please send me a mail on adejumo.joshua1@gmail.com
Thank you sir