Hi KootK
Thank You for the info. went through it and did the buckling analysis using STAAD for the Frame by applying horizontal forces (opposite to each other) at the eave so that the rafter would undergo buckling. got a K value of 1.01.
Hi KootK
Thank you for your input regarding this. yes i am adopting the PEB concept for Design,
is there any literature supporting this. i tried get my hands on some but unable to find anything solid on the web.
can the enclosed explanation be adopted?
the problem faced with this type of...
you will need to convert the moment at the base of the Steel column into upward and downward forces by dividing it with lever arm "e". and apply this to your pedestal and footing design
if Ms is the moment at the base of your steel column then Pc & Pt are the respective upward and downward...
Hi,
I have a 30m length building with a slope of 1:10. using I-section (built-up) can i take the major axis unbraced length of the rafter to 15.0m. (Considering them like two cards from a deck inclined to each other).
thanks.
