Hi folks,
I've been asked by a contractor to determine via CBR if the ground is suitable to take a crane load. The crane load is given by the manufacturer in kN/m2.
The information they want is 'if you achieve x CBR value the ground can support the crane load (135kN/m2).
How would I go about...
HI All,
First time posting here.
I've got an issue with Tekla Structural Designer that i was hoping somebody had experience with. I'm designing a ring beam foundation using the mat feature and one of the properties is 'ground stiffness'. Now I've inputted a spring linear stiffness of...