Hello Engineer. The auto-mesh planar area failed. How can I solve this error?

Thankyou Engineer for these wonderful videos

This session really had a lot of expertise 😅🎉🎉

can some reason

Dear sir, I don't know why when follow your, can not mesh,

Good morning Eng. Small problem here my Automesh for the verticle wall returns an error message that the sub domain has errors

Hello Eng,we appreciate the time you put in to create these educative videos on structures,we also want to kindly request u if you could produce a detailed video on the loading for box and a single span bridge and modelling using a seperate soft say Robot since Midas is not readily available-Thank you.

Hello Eng,we appreciate the time you put in to create these educative videos on structures,we also want to kindly request u if you could produce a detailed video on the loading for box and a single span bridge and modelling using a seperate soft say Robot since Midas is not readily available-Thank you.

Interesting,

More pictures reveals that one of the pier supports failed probably due to scouring and push effects from flowing water and debris. Hence probable causes is scour effects of the support footing beyond the critical length of piles. It does not have to do with bearing self as explained above. Thanks

Soooooo elaborative 🥰

Please can you share pdf of this

we appreciate you for sharing your experience 🙏🙏🙏

Luv this 🎉

That is an awesome course. Thank you, and keep doing it. I am looking forward to another course like this!

Well said engineer. This is surely one to take in consideration during the implementation stage

Goodevening Engineer Ochola, would you kindly guide me on how I can join "sharing knowledge platform," or kindly provide us with your email 🙏🙏🙏

I love these Bridge study sessions, would anyone kindly let me know on how I can join the sharing knowledge platform; if possible share with me with the necessary information on what it takes to be part of your training at [email protected] such that I can also join the training platform. Thanks, looking forward to hearing from you or any of the members in the team 🫂🤝

I love this Engineer Ochola; am kindly requesting for your email address; am really eager to be part of your sharing knowledge platform; I would really be greatful to hear from you 🙏

Interesting tutorial sir What of the approach slab/walkway/parapet

Great tutor Please sir how can we get the software

Very nicely done video. Thanks for answering the question I had asked on the flared wing walls. Keep it up and looking forwards to more.

Thanks for the insight

The tables have some abreviations of Ch1 and Fh1 and so on. I used these to symbolise the diferent loads as per my definitions. However, when you look at the applicable literatures and Eurocodes, you will get the right terms and symbols taking you forward. For example, Ch1=1.35Gk+1.5Qk, where Gk is for Self-Weight and the Dead Load due to other fixities and Ch1sls=1.0Gk+1.2Qk for ULS and SLS respectively. And for Fh1=Gk+Qk+Wind Load. Wind load is multiplied by a reduction factor as indicated in the notes and Eurocode. All i am doing is to introduce you to a culture of reading widely while using my examples which are for demonstration and giving you the confidence that, it is possible for you guys.

Excellent . At least I have come across a content worth the time. Let me subscribe

This is very good.

Michael thankyou - Amazing

Wow

Thanks for this!

Thanks for sharing this knowledge