Thank u sir for a well explained tutorial on steel connections. sir i want to know about how to design the connection of steel beam to concrete column. please provide the tutorial for the same.
I think the force position for IPE240 should be 45 instead of 55, because the web thickness of the column (HEA320) is 9 and from center to the face is 45mm.
Hello sir, if the length of steel member 16 m , and i want to devided to be 3 part (4+8+4) and in every part i want to put End Plate Moment Connection between the 3 part, how can i do it? The aprt like this 👉[--------!!--------------!!--------] (4+8+4) like this.
Thank u sir for a well explained tutorial on steel connections. sir i want to know about how to design the connection of steel beam to concrete column. please provide the tutorial for the same.
Very good presentation! Thanks🙂 for sharing.
Tq so much sir.very much useful for beginners of connection designer
Can you make a video explanation on the forces in (node position bolts), how to decide the right one ?, thanks
I think the force position for IPE240 should be 45 instead of 55, because the web thickness of the column (HEA320) is 9 and from center to the face is 45mm.
can you explain what do you mean by it?
Hello sir, if the length of steel member 16 m , and i want to devided to be 3 part (4+8+4) and in every part i want to put End Plate Moment Connection between the 3 part, how can i do it?
The aprt like this 👉[--------!!--------------!!--------] (4+8+4) like this.
Very helpful thank you
Can you please explain why you select Forces in = Position for M2
If you know the answer let me know.