How to check the size of baseplate and determine if it is adequate to resist the applied forces 

While I'm not an engineer, I am a Fitter/Millwright & coded structural welder and I use these youtube videos to work out if my designs are going to hold for a factory I contract to. Very helpfull. Thank you

Oh my goodness! It's simply incredible. This is my favourite channel. Please continue your excellent job.

You amaze me SEcals!! I've learnt so much from you by just simply following your channel. Great tutorial once again 👏

If I say your tutorials are not good... I am a big liar... A big salute you sir for doing amazing videos.. helpful to everyone.

Great page and great teacher really thank you ❤

Very very nice you explained, you took less time nice explanation

Keep them coming. My humble request please show how to calculate moments in multibay pitched portal frames by Plastic analysis

How did you get the perimeter used here?

What a fantastic page thank you for putting this together. I was wondering would you have a worked example of design of a post fixed chemical anchors through a steel plate into concrete ?

The video is really great and explains a lot to me, a beginner. Keep going.

If you ever did an istrcte exam question, that'll be incredibly useful to so many...I know it'll be a long video

Thank you. What about when you have a moment?

Brilliant👍👍 Best Channel!

Good day, can you please resend the link to recommended structural books the provided link doesnt go through and thank you very much for the amazing videos

Please, share how did you calculate of C value = 42.24mm? By equating i found C=-5.04 & C=-291.70

great job thank you

Hi, the bolts are outside the profile of the column. Wouldn't this make it a fixed (moment) connection, not a pin?

what is the 0.57 being multiplied by the 25 in the required area formula for?

you are my favuorite✌️

Great video! What is the effective area for a square HSS column?

Another excellent video. Which one of the team is doing these? Who ever it is.. Please don't stop. I'm using these to produce my own reference sheets for future projects and exams (eventually).. Much appreciated as always.

How do u get the overlap and non overlap equation??😮

What is the software used to make this video sir

I have a doubt sir, if we have a pole of 10m, it has splitted into two as one half as 3m and other half as 7m. Both are connected with flange welded to each end and bolted together. The 3m portion had connected on the wall with ubolt.. the 7m projecting straight up. The question do it be more rigid ? Or continuous pole without split would be rigid ?

What is the reference material for your analysis procedure?

Is this according to Eurocode 3? Does anyone know the clause?

WHY YOU CONSIDERED PINNED SUPPORT PLEASE EXPLAIN BECAUSE ITS MOMENT CONNECTION

When you provide 4 bolts as given it will become a mome t connection. If you need pure pimned connection the bolts should be close to web. ANY COMMENTS?

reference please?

Great explanation but the artificial voice kinda annoying however keep up the good work ; )

Why do people always skip equation rearrangement! I straight up cant do it. If I learn I cant get past basics and forget that within a few weeks.

Lost me at millimeters...

Visible very poor