SLAB REINFORCEMENT PLAN (AutoCAD Architecture 2024) Part 1

[@silkmd]

I was a drafsman/designer for years, the last time i used CADD was AutoCADD 2010, you're such a wonderful young man to share the knowlege many thanks👍👍👏

[@anthonyblay7169]

Where ever you are GOD richly bless you for sharing this video. BIG UPS

[@TDVision_U]

Respect bro! Big up same way.

[@raphaelavornyo1643]

I really love your explanation

[@Rage-ej8yb]

thank you lots bro your more than a blessing for us all rn keep doing what your doing

[@tondec5320]

Thank you man, this is good, i like it. Looking forward to calculating quantities like no. of bricks using AutoCAD Architecture

[@LilliandraMcKen]

Thank you. I understand now.

[@rmak2950]

This is an awesome channel just discovered this gem. Treasure trove of info I have to thank you for your efforts.

[@TDVision_U]

Thank you! I'm glad to hear that.

[@richardamoah3199]

Thank you very much Edward. This came right on time. Looking forward for more videos on structural detailing.

[@TDVision_U]

You're welcome! Thanks for watching.

[@jivongeorge9977]

Thank you help me out so much 🙏🏾

[@oluwafemiadeyinka417]

Thanks 👍. This was very impactful.. I need the part 2 of this video.

[@TDVision_U]

Part 2: kzbin.info/www/bejne/ZpCVYqCPea9sgaM

[@larney869]

This is golden

[@_NC8]

Helpful / educational 🤙🏾

[@drawingnimde3338]

u know am ur numba 1 fan. big ups. i follow u every where

[@TDVision_U]

Respect man! Appreciate it.

[@desmondjackson3718]

This has really helped me. Thanks a lot man

[@TDVision_U]

I'm happy it did!

[@maqsoodkhan2798]

Thank a lot ❤️

[@beyondrecaps]

about time. DO you know how long I've been asking for this video. Thanks a lot

[@TDVision_U]

You're welcome! Thank you too!

[@jazzafrodouglas6243]

what is the normal size of a slab before considering over load support? I also would like to know at what slab size do you consider sleeping beam? Thanks

[@nicolasmarie4398]

Thanks for the video. I have a question for you. A question that I keep asking without any answer so far. For the top bars (OSB - Over Support Bars) there is a clash at the four corners, that is, they cannot be at the same Top/Top (T/T) or T1 level at the four corners. Hope you can help me on this. Sometimes there are situation where the main bars does not span across the shortest span. Can you speak on this? thanks.

[@Thisiskhadeja]

issa good look bro

[@ziatricwilson3409]

Another Great Vid Bro. Fi Reeeel!!!

[@TDVision_U]

Respect man!

[@uraisgeorge109]

You are a TEACHER 🫡🫡🫡

[@mikasaackerman9516]

can you make slab reinforcement bar of a 2 storey residential building ? please.

[@JaceCreeper]

Thank you soo much man! can i request something? can you also do a Stair Reinforcement Plan?

[@TDVision_U]

I will take note of that. Thank you!

[@putuspur5891]

How do i determine the spacing between the main , ditribution and over support bars

[@TDVision_U]

Those are usually calculated, so an engineer would help out with that. I used typical numbers for this example.

[@putuspur5891]

Thanks for the great effort

[@synthwave8548]

Good soup 🍲

[@TDVision_U]

Part 2 - kzbin.info/www/bejne/ZpCVYqCPea9sgaM

[@ametsivictor6983]

Thanks you are just too much

[@_NC8]

🤌🏾