Ahh well guess you guys are only tryna guide me so...u r also forgiven for making a newby terrified :) also reckon this forum should forward new users with rules and guidelines before allowing to post threads!
@rapt, did you really need to post anything????!!! This is a forum and I am asking what i am unsure of. People are being helpful and are responding and here you are guiding me to supreme engineering ethics!!
Besides why bother when the issue was already sorted! Spoiler!
Sorry i was in a rush, soil density if 13kN/m^3 and moment is 15kN*m.
How do i account for the soil if I am doing this as a column. Not sure what value of spring constant I should adopt?
Hi all.
I am designing a concrete pile which is supporting a steel frame, the Moment on the pile due to earthquake force is 15kN/m and the Axial force is 38kN.
I have designed the pile on soil in NZ which has density of 13kg/m^3 bit I am finding it difficult to design the reinforcement in the...
