Very good graphics and clear, helpful explanation. Thank you very much.
@StructuralCentral2 жыл бұрын
You're welcome.
@landricojr.garcia6505 Жыл бұрын
Very good explanation, clear and very understandable
@StructuralCentral Жыл бұрын
I'm glad you found the explanation to be clear since there's a lot of steps to determining all of the weld stresses, especially when it comes to the Instantaneous Center of Rotation Method.
@SrilankanProud1 Жыл бұрын
AMazing! You are the best!!! Thank you so much
@StructuralCentral Жыл бұрын
Thank you so much for the kind words!
@seryunkwak18242 жыл бұрын
I love your channel. Please keep going
@StructuralCentral2 жыл бұрын
Thank you so much! Many more videos are planned and are being worked on right now.
@seryunkwak18242 жыл бұрын
@@StructuralCentral Please do some seismic load on structure!
@StructuralCentral2 жыл бұрын
Thanks for the suggestion. It definitely helps to know what topics people are interested in.
@marcinbroslawski2 жыл бұрын
Very good description 👍
@StructuralCentral2 жыл бұрын
Thanks! I'm glad you think so.
@nawaf80992 жыл бұрын
Very helpful channel ,please keep going
@StructuralCentral2 жыл бұрын
That's the plan!
@Xeirus Жыл бұрын
When using an I.C. Method, do you need to provide a weld of uniform leg size?
@StructuralCentral Жыл бұрын
I don't see anything about the methodology that would preclude you from using it with welds that have different leg sizes. The formulas for Δu, Δm, and R all include "w" so you would just use the applicable fillet weld leg size there. I don't know if testing has ever been performed on weld groups consisting of welds with different leg sizes to confirm that the method is still applicable, though.