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You welcome, glad it's useful

You can get full design detail here shefdenacademy.com/courses/manual-design-to-the-eurocode/

Okay, you can check out this course for details on design to the Eurocode shefdenacademy.com/courses/manual-design-to-the-eurocode/

We accept international payment on our web page. Use the link below. shefdenacademy.com/courses/manual-design-to-the-eurocode/ The link above here gives a better guide on structural layout and sizing of structural components

You can pay using this link her selar.co/5n7j10

You can join the group using the link in description

You follow the normal process highlighted for B1 registration. I already made a video on the details and requirements

@@ShefdenAcademy Please can you share a link of the video, let me have a look?

Yes. We do. Check this link shefdenacademy.com/courses/manual-design-to-the-eurocode/

Join the class group using this link tinyurl.com/DesignNDetail

Yes, why not.

Yes, of course

Yes, of course

@@ShefdenAcademy Thanks it worked 💯

Glad you enjoyed it

Okay noted

Check our video on HB loading for full explanation

Happy it was

Hi, brother. You can join my getting the course from the link here shefdenacademy.com/courses/structural-design/ After payment you can private chat me via email or WhatsApp to add you to the class. You see our details on the link above.

Glad to hear this 🤗

Yes, it can

That's awesome

Happy you learn from it. Later part is noted.

That means the required reinforcement is less than the minimum area of reinforcement for the section. Practically, you will provide the minimum reinforcement for the column section.

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-xHdBiW8qEoM.htmlsi=0zVPD37IyroC7GeT This video explain what I meant better

@@ShefdenAcademy thank you

The steps are the same the only difference is the analysis (how you obtain the moments and other forces)

You can get it anytime via our website shefdenacademy.com/courses/manual-design-to-the-eurocode/

Okay, well noted

Happy you learn something from this

McKenzie

Rebar steel are usually in 2 grade . Grade 250 and Grade 460/500. So you can use the chart approximately equals to your strength. If your strength of steel is not close you can design a new chart from that or use the first principle method for the design.

You used D prime /h not the effective depth and some textbook they use effective depth /h

For Eurocode chart you don't need D/h what is needed is d'/h as explained in the video. D/h is for BS code to select charts

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Yes. You can check on our webpage shefdenacademy.com/all-courses/ Or chat us on Whatsapp

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You can get it here shefdenacademy.com/courses/freelancing-as-a-structural-designer/

The lap length depends on several things. Check Table 3.27 of BS 8110 Part 1

Glad you like it!

The template used here cannot be used for such a combination.

Thanks for your comments

The detailing used in this video was done manually. To learn more about this, click this link shefdenacademy.com/courses/structural-detailing-of-reinforced-co/

B - Bottom T - Top Therefore a BT position means Bottom Top. That means the rebar is a bottom bar just on Top of the rebar place just after cover to reinforcement. You can watch the full video for more clarity.