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JOSHUADDESIGNER
Nigeria
เข้าร่วมเมื่อ 3 ต.ค. 2018
Civil/structural Engineering.
I create amazing contents on Civil/Structural Engineering and Engineering designs at large. Stay connected, it's my business to ensure that you become better!!
I create amazing contents on Civil/Structural Engineering and Engineering designs at large. Stay connected, it's my business to ensure that you become better!!
WHY YOU WON'T BE A REGISTERED ENGINEER IN NIGERIA BEFORE 2030!
Following the proposal by COREN, engineering students would undergo a compulsory pre NYSC Internship. This would probably make the entire year of study not less than 6years for all Engineering courses.
มุมมอง: 272
วีดีโอ
Bar Bending schedule Basics // BBS of Steel Reinforcement
มุมมอง 274หลายเดือนก่อน
Learn how to make a bar bending schedule in a few steps, this video is perfect for beginners and everyone who would learn to make bbs for structural elements such as slabs, beams,columns,staircase,foundation e.t.c
STEEL BEAM DESIGN FOR BEGINNERS
มุมมอง 200หลายเดือนก่อน
Learn how to design a steel beam in this video, how to obtain bending moments, and how to select the initial beam section.
GENERATE THUMBNAILS LIKE ME . #STEP BY STEP GUIDE
มุมมอง 1142 หลายเดือนก่อน
Learn how to generate thumbnails in simple steps
Solidworks better than AutoCAD?
มุมมอง 642 หลายเดือนก่อน
This video will show you which Software to use, comparing AutoCAD with Solidworks
How to model complex shaped Columns in Prota Structure
มุมมอง 1792 หลายเดือนก่อน
In this video, you will learn how to model complex shapes of columns in prota structure
HOW TO CHANGE AUTOCAD BACKGROUND
มุมมอง 1213 หลายเดือนก่อน
This video shows how to change AutoCad background in simple steps
HOW TO DO BEAM REINFORCEMENT DETAILING PART 2
มุมมอง 5203 หลายเดือนก่อน
This video shows you the simplest way to detail BEAMS according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
COMPLETE BEAM DESIGN PART 1
มุมมอง 2263 หลายเดือนก่อน
This video shows you the simplest way to design BEAMS according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
HOW TO DO BEAM REINFORCEMENT DETAILING PART1
มุมมอง 1.3K3 หลายเดือนก่อน
This video shows you the simplest way to detail BEAMS according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
HOW TO DO SLAB REINFORCEMENT DETAILING ACCORDING TO BS8110 (PART 3) - SLAB SECTIONS
มุมมอง 7894 หลายเดือนก่อน
This video shows you the simplest way to detail slabs according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
HOW TO DO SLAB REINFORCEMENT DETAILING ACCORDING TO BS8110 (PART 2)
มุมมอง 1.1K4 หลายเดือนก่อน
This video shows you the simplest way to detail slabs according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
HOW TO DO SLAB REINFORCEMENT DETAILING ACCORDING TO BS8110 (PART1)
มุมมอง 2.1K4 หลายเดือนก่อน
This video shows you the simplest way to detail slabs according to BS8110 Link to General Arrangement Video: th-cam.com/video/Q9GO2lc8Uyk/w-d-xo.htmlsi=15rWnpcM6U4QYwCp
WOULD YOU BUILD A HOUSE WITHOUT A SINGLE COLUMN?
มุมมอง 2014 หลายเดือนก่อน
WOULD YOU BUILD A HOUSE WITHOUT A SINGLE COLUMN?
THIS BUILDING WAS COMPLETED IN 10 DAYS
มุมมอง 1346 หลายเดือนก่อน
THIS BUILDING WAS COMPLETED IN 10 DAYS
HOW TO ADD WALL LOADS ON CANTILEVER SLAB ON PROTA STRUCTURE
มุมมอง 6996 หลายเดือนก่อน
HOW TO ADD WALL LOADS ON CANTILEVER SLAB ON PROTA STRUCTURE
MOMENT DISTRIBUTION (WITH SOLVED EXAMPLE)
มุมมอง 2087 หลายเดือนก่อน
MOMENT DISTRIBUTION (WITH SOLVED EXAMPLE)
DESIGN OF BOLT CONNECTION FOR BEGINNERS PT 2
มุมมอง 977 หลายเดือนก่อน
DESIGN OF BOLT CONNECTION FOR BEGINNERS PT 2
DESIGN OF BOLT CONNECTION FOR BEGINNERS
มุมมอง 4387 หลายเดือนก่อน
DESIGN OF BOLT CONNECTION FOR BEGINNERS
HOW TO OBTAIN MEMBER FORCES IN TRUSSES
มุมมอง 41411 หลายเดือนก่อน
HOW TO OBTAIN MEMBER FORCES IN TRUSSES
HOW I DESIGNED A G+2 STOREY BUILDING USING PROTASTRUCTURE - PART 3
มุมมอง 69511 หลายเดือนก่อน
HOW I DESIGNED A G 2 STOREY BUILDING USING PROTASTRUCTURE - PART 3
HOW TO CHANGE SQUARE COLUMNS TO CIRCULAR COLUMNS IN PROTA STRUCTURES.
มุมมอง 84911 หลายเดือนก่อน
HOW TO CHANGE SQUARE COLUMNS TO CIRCULAR COLUMNS IN PROTA STRUCTURES.
THE BEST TRANSPORTATION SYSTEM IN NIGERIA AS OF TODAY; MY EXPERIENCE WITH NIGERIAN RAILWAY.
มุมมอง 108ปีที่แล้ว
THE BEST TRANSPORTATION SYSTEM IN NIGERIA AS OF TODAY; MY EXPERIENCE WITH NIGERIAN RAILWAY.
HOW I DESIGNED A G+2 STOREY BUILDING USING PROTASTRUCTURE - PART 2
มุมมอง 812ปีที่แล้ว
HOW I DESIGNED A G 2 STOREY BUILDING USING PROTASTRUCTURE - PART 2
Structural Analysis; Top 5 Mistakes to Avoid
มุมมอง 551ปีที่แล้ว
Structural Analysis; Top 5 Mistakes to Avoid
HOW I DESIGNED A G+2 STOREY BUILDING USING PROTASTRUCTURE - PART 1
มุมมอง 970ปีที่แล้ว
HOW I DESIGNED A G 2 STOREY BUILDING USING PROTASTRUCTURE - PART 1
HOW TO APPLY WIND LOAD TO YOUR BUILDING USING PROTA STRUCTURE SOFTWARE.
มุมมอง 843ปีที่แล้ว
HOW TO APPLY WIND LOAD TO YOUR BUILDING USING PROTA STRUCTURE SOFTWARE.
Which Bs code is this for detailing rcc
Hi Joshua, is there a way to automatically get all the slab details out of the drawing itself to the sides? I mean the slab reinforcement details, (for example : R12-01-200 ) written on the slab itself. Normally, it makes my drawings clumsy. Could you do a separate video on that please? At least t h help make my drawings neat and presentable. Thanks
Where is on part 2 I am asking some questions about manual design like load distributions where i am contacting you?sir please How can the cantilever slab distribute the loads into the beam?
If deflection check section insufficient during slab strip along y-direction what can I do
@@MohamedAlly-b4g Either increase the thickness of the slab or increase the area of steel provided
Should the requirements for registration be toughened, yes! Should 3 and 6 months internships be taken more seriously now than before, yes! Should a 3 or 6 months internship dictate anything near full engineering registration under COREN, far from it!!! Anyways, we are moving, then we need to step up the game. I have met persons who claim they were COREN certified and I was wondering if they were joking or something.
@@OyekunleSamuelpeacefulshield I love your submission ♥
Hi Joshua Please in the analysis mode when you animate it and the displacement is moving too high and down. How will you handle that?
Please i don't understand how you got the length of the top distribution
nice work man keep it up
which year will this start
It is a proposal and if at all it will happen,it would be next year
Let us keep the comments coming up ...
Instead of focusing more on siwes/IT programs. That decision is discouraging sir.
the last example you did
how can you avoid the two cantilevers from joining together
@@carlbernardasa-anie You would have to have a column or beam support at that point ...
very good
The beam is supposed to seat on the slab for the foundation purposes
Great video. Thank you
I love u
Good morning please how do u do this in 2021 version?
Good morning. Pls I have a challenge upgrading to 2021, I'm trying to create a cantilever slab with a round shape edge but I don't know how to convert the lines to slab, after drawing the slab shape
@@realsamwhyze8566 i will do a video for you
@@Joshua_d_designer thank you..
@@Joshua_d_designer pls I also have something else... I was doing a model I finished the ground floor, added storey 2 and generated columns, then I imported the first floor g.a and grids so I can know the columns that would terminate at ground level and the ones to continue and where I'd be adding...
After doing all of that and adding the columns I wanted to add beams but it working.... It appeared in some place and didn't work in other places
@@realsamwhyze8566 i really do not understand the question. Please use the video on how I import into prota structure
Why don't the top distr. bars extend to the central parts of the panel
@@DamilolaMomoh there are various panels I would appreciate if you are more specific
How much is your program?
Nice work
Thank you very much. Yes this is two year laters. But this means a lot has I learn everything I know about detailing from you. God bless you wherever you are
@@ultimatedlegend8560 Wow Wow I am so encouraged
I hope this question will be answered. Good day sir, pls why did you not add wall on the ground floor?
Remainder for manuals for steel design that you did in your last video
Thank you
i think you should mute the notification from whatsapp or something when you are recording. Great video.
great video
Can you share the detailing manual ?
@@kwesiofosu7870 sure, send me a mail on adejumo.joshua1@gmail.com
Pls send the manuals that you are using for the design
@@kilobyte7814 I will attach the downloaded link in my next post
@@Joshua_d_designerok
Pls which textbook do you use for steel design
thanks for the guidance
You're welcome
Hello sir, what I still don't understand is how to change from T label to Y. I know they both represent high yield steel bar but I prefer to use the Y label not T. Please explain to me 🙏
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
This content is great. Job well done! But I followed this procedure based on my unique condition on the soil parameters, and I have found it very difficult to export it as dwg file. I have spent three days on this, and I would appreciate it if you can help me out. Regards…
@@saiduabdulaikoroma8451 You mean export the result of your designs?
If there Is dwl file
Please sir, i need a video on how to save my design report sheet to pdf, i tried it and copied it to my flash but it telling me file doesn't exist
Pls i need the floor plan for this video
God Bless You Sir Please i will want to directly interact with you
@@EmmanuelNkum-sl2mt you can send me an email adejumo.joshua1@gmail.com
Please can I forward a design to you for check my pad only pass at 900mm depth. And too much
@@Austino-Technology-Ltd send to me adejumo.joshua1@gmail.com
U really knows how to explain. keep it up broo
More videos on designing on different structural elements 🙏
@@yenye120 expect them soon
@@Joshua_d_designer 🙏
THANK YOU SO MUCHH MY LIFE WAS SAVED
WHY DO YOU IGNORE ME
I don't ignore my followers and why would I? It could be that I missed your message. Kindly let me know what you need
Where can I download the software
If a panel is designed either in a 2-way or 1-way pattern does it still needs a said hidden beam?
No, hidden beams are not always necessary in slabs and I would advice that if you can do without it completely in your designs, please do
Plz what's Mr Jushua
THANKYOU !
Please how did you the 10% became 1.1?
We are adding 10% of N for the self weight plus the 100% of N. 1.1 is the same as 110%
@@Joshua_d_designer okay sir
Pls how where can I get floor plans to practice structural analysis do you know any website that has floor plans to practice GA
Are you on any of my design platforms?
@@Joshua_d_designer no
Pls add me
chat.whatsapp.com/HxGC75THUPX9joDeflshZ9 Join through this link and make the request, I will provide one for you
Pls add me