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!!
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
@Joshua_d_designer4 күн бұрын
@@ultimatedlegend8560 Wow Wow I am so encouraged
@ultimatedlegend85604 күн бұрын
I hope this question will be answered. Good day sir, pls why did you not add wall on the ground floor?
@kilobyte78144 күн бұрын
Remainder for manuals for steel design that you did in your last video
@evanoseen41067 күн бұрын
Thank you
@sagashi10010 күн бұрын
i think you should mute the notification from whatsapp or something when you are recording. Great video.
Pls send the manuals that you are using for the design
@Joshua_d_designer14 күн бұрын
@@kilobyte7814 I will attach the downloaded link in my next post
@kilobyte781414 күн бұрын
@@Joshua_d_designerok
@kilobyte781414 күн бұрын
Pls which textbook do you use for steel design
@RichardSseruyange17 күн бұрын
thanks for the guidance
@Joshua_d_designer10 күн бұрын
You're welcome
@AshiokpeSamson-rq3ij17 күн бұрын
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 🙏
@AshiokpeSamson-rq3ij18 күн бұрын
Thank you so much for this tutorial. Please how can I change from T to Y for representating high yield bar?
@Joshua_d_designer18 күн бұрын
@@AshiokpeSamson-rq3ij Yes I have such video on my channel
@AshiokpeSamson-rq3ij18 күн бұрын
@@Joshua_d_designer please can I have your contact, I would like to have you as my teacher
@saiduabdulaikoroma845120 күн бұрын
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…
@Joshua_d_designer19 күн бұрын
@@saiduabdulaikoroma8451 You mean export the result of your designs?
@kalpanahibare301721 күн бұрын
If there Is dwl file
@mbangjoy122922 күн бұрын
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
@kilobyte781425 күн бұрын
Pls i need the floor plan for this video
@EmmanuelNkum-sl2mt25 күн бұрын
God Bless You Sir Please i will want to directly interact with you
More videos on designing on different structural elements 🙏
@Joshua_d_designer28 күн бұрын
@@yenye120 expect them soon
@yenye12028 күн бұрын
@@Joshua_d_designer 🙏
@fannjsclynАй бұрын
THANK YOU SO MUCHH MY LIFE WAS SAVED
@HANSELAMPONSAHАй бұрын
WHY DO YOU IGNORE ME
@Joshua_d_designerАй бұрын
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
@NnadiSamuel-r7dАй бұрын
Where can I download the software
@benjahjebye9782Ай бұрын
If a panel is designed either in a 2-way or 1-way pattern does it still needs a said hidden beam?
@Joshua_d_designerАй бұрын
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
@benjahjebye9782Ай бұрын
Plz what's Mr Jushua
@Yugen-Ай бұрын
THANKYOU !
@agubataemmanuel3550Ай бұрын
Please how did you the 10% became 1.1?
@Joshua_d_designerАй бұрын
We are adding 10% of N for the self weight plus the 100% of N. 1.1 is the same as 110%
@agubataemmanuel3550Ай бұрын
@@Joshua_d_designer okay sir
@kilobyte7814Ай бұрын
Pls how where can I get floor plans to practice structural analysis do you know any website that has floor plans to practice GA
@Joshua_d_designerАй бұрын
Are you on any of my design platforms?
@kilobyte7814Ай бұрын
@@Joshua_d_designer no
@kilobyte7814Ай бұрын
Pls add me
@Joshua_d_designerАй бұрын
chat.whatsapp.com/HxGC75THUPX9joDeflshZ9 Join through this link and make the request, I will provide one for you
@kilobyte7814Ай бұрын
Pls add me
@HANSELAMPONSAHАй бұрын
pls can i get a video of 2story cross section with secreet roofing
@HANSELAMPONSAH29 күн бұрын
@HANSELAMPONSAHАй бұрын
pls can i get a video of how to do cross section of plan with secreet/hidden roof
@albertthomas7295Ай бұрын
Better to have no more than 6 inch slump. Using Platicizer in the mix allows for increased workability
@kunleomitogun360Ай бұрын
This one na collapsed slum na too much water low strength
@MelshakzedeckАй бұрын
This is my boy.
@stephaniejuliusmdhluli5885Ай бұрын
How do you find the length of each bar if you don't have AutoCAD? I just have a pdf here
@oluwaferanmisamuel7358Ай бұрын
Thanks it really help me ❤
@FAJOJUTOJOSEPHАй бұрын
THANKS
@allinall233Ай бұрын
Increase the resolution of your videos or work on the color choices
@Joshua_d_designerАй бұрын
Tell me the actual difficulty you have with this video or could it be that you've experienced difficulties on everyone of my videos because you generalized it. I will be willing to hear from you
@ganthonusamuel6168Ай бұрын
Thank you, Got it.
@engnashokigwa6561Ай бұрын
congratulations brother,,,,,,, i enjoyed the lesson
@jimohdhikrulahi84092 ай бұрын
Thank you.
@paulmwangi50612 ай бұрын
Great explanation,what if is more spans with different centers
@Joshua_d_designer2 ай бұрын
You'd use the greater of the length of the adjacent spans multiplied by 0.25. Consider this for each support for multiple spans of the continuous beam
@paulmwangi50612 ай бұрын
Your tutorials are wonderful
@Joshua_d_designer2 ай бұрын
Thank you so much I appreciate this so well
@Evalsam2 ай бұрын
hey Josh, great vid. just a friendly note: the first sentence in the ''spacing and size of ribs'' section says in-situ ribs should be placed NOT exceeding 1.5 m, meaning you cant space them more than that, so 1.5 is the max limit. the inequality expression will be: <= 1.5 m
@Joshua_d_designer2 ай бұрын
Thanks man Blessings
@Evalsam2 ай бұрын
@@Joshua_d_designer I have trouble zooming in without distorting my worksheet in protastructure. I just began using it, can you offer any tips? I’m using my trackpad right now, is it easier with a mouse?
@Joshua_d_designer2 ай бұрын
@@Evalsam You should use a mouse for easy navigation
@Evalsam2 ай бұрын
@@Joshua_d_designer thanks
@T.biggest2 ай бұрын
Weldone sir Could you do a video on the design of a 7m span of slab using Protastructure🙏
@Joshua_d_designer2 ай бұрын
A cantilever slab or what?
@T.biggest2 ай бұрын
@@Joshua_d_designer a simply supported slab with no column in between
@Joshua_d_designer2 ай бұрын
To be sure I got your request, please send a full description to my mail; [email protected]
@T.biggest2 ай бұрын
@@Joshua_d_designerdone sir
@KolawoleFavour-xf2tc2 ай бұрын
Is it possible to arrange the beams?? Accordingly, i mean the numbering
@Joshua_d_designer2 ай бұрын
You mean Grid lines?
@grantbeagle48422 ай бұрын
This just saved me hours of rework. Thank you so much!!!!!!
@tumwebazeosbert2 ай бұрын
I would wish to learn design can you help me
@Joshua_d_designer2 ай бұрын
Sure, I can That's why I am here so people could learn Send me a mail [email protected]
Пікірлер
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 [email protected]
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 [email protected]
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 [email protected]
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
pls can i get a video of 2story cross section with secreet roofing
pls can i get a video of how to do cross section of plan with secreet/hidden roof
Better to have no more than 6 inch slump. Using Platicizer in the mix allows for increased workability
This one na collapsed slum na too much water low strength
This is my boy.
How do you find the length of each bar if you don't have AutoCAD? I just have a pdf here
Thanks it really help me ❤
THANKS
Increase the resolution of your videos or work on the color choices
Tell me the actual difficulty you have with this video or could it be that you've experienced difficulties on everyone of my videos because you generalized it. I will be willing to hear from you
Thank you, Got it.
congratulations brother,,,,,,, i enjoyed the lesson
Thank you.
Great explanation,what if is more spans with different centers
You'd use the greater of the length of the adjacent spans multiplied by 0.25. Consider this for each support for multiple spans of the continuous beam
Your tutorials are wonderful
Thank you so much I appreciate this so well
hey Josh, great vid. just a friendly note: the first sentence in the ''spacing and size of ribs'' section says in-situ ribs should be placed NOT exceeding 1.5 m, meaning you cant space them more than that, so 1.5 is the max limit. the inequality expression will be: <= 1.5 m
Thanks man Blessings
@@Joshua_d_designer I have trouble zooming in without distorting my worksheet in protastructure. I just began using it, can you offer any tips? I’m using my trackpad right now, is it easier with a mouse?
@@Evalsam You should use a mouse for easy navigation
@@Joshua_d_designer thanks
Weldone sir Could you do a video on the design of a 7m span of slab using Protastructure🙏
A cantilever slab or what?
@@Joshua_d_designer a simply supported slab with no column in between
To be sure I got your request, please send a full description to my mail; [email protected]
@@Joshua_d_designerdone sir
Is it possible to arrange the beams?? Accordingly, i mean the numbering
You mean Grid lines?
This just saved me hours of rework. Thank you so much!!!!!!
I would wish to learn design can you help me
Sure, I can That's why I am here so people could learn Send me a mail [email protected]
Which software
AutoCad