I am working on a design of a plate which has catenary wires pulling from the plate. The client is insisting that the distance from the edge of the plate to the edge of the bolt hole is 9mm.
EN 1993 doesnt appear to be much help on formulas to check the bearing capacity, but BS 5950 6.3.3.3...
Afternoon
I am working on a project where a steel column with a diameter of 140mm is planted 1 metre deep.
I have been asked to provide the frictional resistance of the steel column to the concrete grade C25/30. Basically, they are trying to establish if the columns require an additional...
Hi,
I am currently working on a new design sheet for catenary wire tension forces on posts. I have completed that section and now working on designing of the wall plates and post plates to fit the catenary wires. has anyone got any help or guidance on working out the stress forces on plates and...
