Where are you brother?

Nice and humble. Thanks for sharing such story. I am struggling w confidence after five years in field too and not chartered yet. There is so much to learn every day and everybody is trying to take cost down so much that sometimes it is really hard to be bearable. How were the costs solved in this case? Was there enough margin to cover it by contractor or insurance of your company?

Thanks, I really appreciate the progression, as shown. I’m a retired builder/tradie, myself. TGYAI- as a young Builder- I carried the latest technology available- an analogue pager. Also, I ‘always’ carried a bag of silver coins so that through the day and on the way home, etc I could stop at a ‘pay phone’ and make all my calls… 😅 Many of my plan details were literally hand drawn- blue prints- traced by hand with blue smudgy carbon paper… How times have changed!

You lost me at " Hey everyone". I've always over engineered and its been fine.

Great Video!

Hi Dazz, i think your issues are due to your inexperience, the most important thing is grouping once you have that its all one two clicks which will copy over for that group you have assigned. I have been using for 2 years now and its the best software in my eyes for simplicity and quick design with ready calculations that can be printed on demand. :)

What to do in case where my 6 pile or 9 pile group, pile cap is supporting two columns above. How to do the calculations, then. Please do a video about it, if possible

Can I hire you to consult on a small project?

Brother, this is such a great video. I know im 2 years late in watching it but this video is forever relevant. Its a reminder that even if we make mistakes, it is important to own up to them very early and get up and move on with finding solutions. Im really glad i saw this video

What about lateral torsional buckling? Very important !

Thanks Good video and consintive!

Density of soil should be 1700 Kg/m3 then Pa=Ka.density.hight=0.33X1700X4.9=2748.9 kg/m2 which is equal to 27.48Kn/m2

Dazz you are an exceptional engineer. Well explained. Thanks.

It's easy to prove the wall - (fkx/partial safety factor +unfactored dead load) x section modulus of the wall

You did well to present your way of analysing box (picture) frame. It is a good starting point for presenting our views. In my opinion, both foundation and steel member stiffness need to be considered for spring support stiffness.

from inside to outside and roll i-beam h-beam winch for exterior walls and roof = align to nature

Oh gosh u r an excellent teacher 🎉

Please how do you get 900 used in calculation of angle of struct and 250 used in calculation of width of strut Thanks in advance

Your videos are very informative. However, you are very fast and your writing is not very untidy. Otherwise, good and keep up the good work.

Can you do a video about the vertical load path in a traditional masonry building?

Very good! Thank you.

As an experienced professional engineer I would suggest to consider for the ice as it would give better chance in advancing your career later however if you are very interested in engineering and techniques the iStructE would be better choice it would take a whole career devotions into the engineering subjects. Thanks for sharing and best of luck for everyone into the engineering.

Thank you for sharing. 😊

what does the (18+10)/2 implies? There are 4 walls (1,2,3,4) having orientation of their major axis parallel to wind force.

Great video. I’m in the same profession and have made similar mistakes. Great video and good advice. Got to keep Learning and continuing developing within the Structures world. Hope the ICE exam went well second time. Passed mine 7 years ago and you still can’t be expected to know everything even when Chartered.

Hi Im confused by the last bit. You used 54 for Gk in your moment calc. Is this correct. I thought it would have been 0.476 n/mm2?

Can you suggest how to show the pointer location while drawing with apple pencil? For example, a pointer similar to the one displayed during erasing.

Thank you Daz, but how to calculate the shear between the steel beam and the steel plate for specifying welding?

Why the area of strut is square area and not triangle or prism? (304x500) Looks wrong to me can anybody explain

Une aide vraiment utile et bien faite...un seul regret : j'aurais aimé le commentaire en francais.

Hello there, a question regarding to your overturning check of the foundation why did not you add the additional moment due to eccentric load (column) you have calculated at the beginning of the video of 500 kN.m with the overturning moment ?

Can you explain why deflection is 20*10^4 please? Around 7 mins in?

That is all true what you are saying, but most of the employers are all looking for newcomers to be chartered or having some kind of license. I still don't get that requirement. It is not easy getting a chance. We all gotta start somewhere to gai that experience.

😘Excellent all round-Thanx Bro!

Thankuu

Yay, finally a left handed person like me.

As a Civil Engineer with 37 years walk, a had all my dreams made true, I calculate and design any civil Structure you can imagine from structure, higways, hidráulic, enviromental and foundation engineering. all my blueprints had uniques hand made Details drawings to show a clear idea to What is requiered. “If you can imagínated, and you can calcúlate it; you have to draw it for disbelieving eye”.

Thanks for this. Ive been looking for something like this app. Tried procreate but not quite what i need.

the music is annoying bro

I'm looking to replace hardwood bed frame nonsense roof beams in my garage, and doing some back-of-the-envelope structural analysis with your guide was really helpful. It's remarkable how strong 80x80mm hardwood beams are, I seem to need 120mm section i beam to match the strength!

I have 2 rows of 4 piles. Can I still use the same method?

The video is informative, but errors and ommisions make this a very difficult watch. Maybe reconsider remaking it as there really nothing much otherwise out there, so it could be great

merci mon ami!!

Thanks a lot 🙏

Thankyou for this.

What app do you use to sketch ?

Is there any way to simply create a template or a saved custom page format to facilitate future work?

what is the software that your using to mark up

Should the additional moment due to shear and thickness of the foundation be added to the bearing stress check as well?

You dont show the books. Please show it, then we can see the books properly.