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.
Tq so much sir.very much useful for beginners of connection designer
Very good presentation! Thanks🙂 for sharing.
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?
Very helpful thank you
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.
Can you please explain why you select Forces in = Position for M2
If you know the answer let me know.