Hello fellow engineers,
I have to design a ballroom using steel section
i have a little trouble calculating column effective length to calculate the axial capacity since it braced in it's weak axis using pin connected beam
and i'm not sure if the brace is stiff enough to precent LTB
for...
@jayrod12
Thankyou for your answer.
But if i want to do a research in Japan. That means i can't use LRFD method right ? because all of the codes used are applied for ASD method only
That's my concenrn exactly.
Hello fellow engineers..
I'm currently looking for scholarships for master degree in structural engineering... And recently i'm interested to take it in Japan.
If any members of this forum is from Japan. May I ask you what method of designing a structure that you used there ?
Is it ASD...
i'm designing a staircase with a floating landing, the stair is a renforced concrete. How do i modelling it ? file is attached Thankyou for the answershttp://files.engineering.com/getfile.aspx?folder=0428d203-7394-4e05-973b-70dda5e1ec3f&file=9A3EFE5B-2E33-422D-B2BE-7AEABE422BFC.jpeg
