Great!

Anthony you are beauty man, great explanation 🎉

Remove all sharing KZbin

The explanation was so exceptional that I bothered to login to thank you. I greatly appreciate how concise and easily understood that was. There was no beating around the bush either, so I was happy after 2 minutes 🙂.

Shouldn't the reaction of Ay at point D be 0.6k?

You won’t get much audience and monetization if you don’t include basic information such as bolt size and ultimate load

Why do we need to multiply the phi-Pn with two to make it for two angles?

Are TC bolt slip critical?

This video is emo

This is a great example, but I've never understood the evaluation of the paths past the first line of bolts. To develop the strain required to reach the fracture stress, the path must be able to elongate sufficiently. This isn't possible if there are still bolts preventing this elongation, and will reduce the load sharing ability of the bolts overall. Tests have shown the failure starts at the first line of bolts, regardless of what such a "path" assessment may say about it.

Hey can you explain how you get the 1/2 when calculating Agv

Great!! I Haven't experienced such an amazing video in my whole life.Thank you sir

Why are you homosexual?

How many tonnes at fail point and what bolt size

What force at that breaking point?

Thank you.

do a compression test on dry pour concrete and show how weak it is.

Did you guys scroll down and see me here?

I prefer Tesca, only because it has a tighter range of safety, and when working on something its probably best to air on the safest side regardless of how little more that is.

We defeated him!

Thanks so much for your help

The intro made me leave

Awesome I got a lot of the video keep it up 👍🏼

Very Informative Videos

thank you, for the first time I understand this curve

I’m a little lost, why are these the only blocks considered, what about a block that goes through the first bolt and then goes up a staggered path to another bolt

Hh

your dancing, is distracting

Thanks !

Hello sir please explain beam to column shear plate connection.

awesome

I'm currently struggling a tonn in my steel course and your lectures were EXTREMELY helpful and I forwarded them to a couple students who are also having trouble like me. Thank you for taking the time to make this series, it finally helped me understand what's been going on in class and I even stopped hating the subject for a second and thought it was interesting! Thank you so so much.

Great video, thank you!

Saved my life xD. Thank you !

9:00 why is τ drawn to the right? Is it just a convention or is this the direction shear stress is acting? It seems to me like it's backwards (not just here, all the derivations I've seen have it). The reason I think it's backwards is take the typical example, stacks of boards. If the left edge of the stack of boards are held fixed and the right side is free to slide and you add a weight to the middle, the beam will bend like a U (with the concave side up). If we look at the right hand side, the top-most board will bend the most and the bottom most will bend the least. As such I imagine that wherever we make the cut, just like the boards below slide to the left relative to each board above them, I would imagine the transverse shear stress imparted on each board above from the one below to be to the left, but it's always drawn to the right. What am I missing?

thanks for the confidence and to explain. but you missed lots if book rocedures. like cheking perpendicularity or gaps at the diameters. .. keeping it moist. etc. lol but thanks for the great content!

that is cool

Anyone from BD to learn about slip critical joints for Padma bridge?

Straight forward explanation. Thank you.

cool pirate looks and good teaching skills, sir. thanks a lot <3 <3

Thanks...

Awesome video. Much love from texas tech

Hi Anthony i am steel detailer. i have a doubt, that SC bolts grades are different from other bolts in grades?

love from PAKISTAN

Hi Anthony - great video. What if a connection has shear and axial tensile forces acting simultaneously. How would we approach this expression? Thanks!

Excuse me, what is the source of these slides, thanks!

3 D is good for an understanding steel design. Thank you.

why block 3 Ant=5 inc ? Is it 5'' * 1/2'' ?

I cant understand 1/8 in 3:20

Dr. Anthony after drawing the deformed element what do we do next... or how dose it help us asses the structure of the dam? and thanks for this great content👍🏽.