Hi Darren,
Thanks for your reply. Indeed I use the company support standards. When compared with different company std. I can see there is difference between allowable loads. I could not find the source calculations for the geometry of the support. Though calculations comes under structural engineers scope, I am curious about the parameters to be used designing support.
For standard supports sure we can use company standards, but for special supports I think it is better to be well inform about its design calculations. This is the reason I wanted some references/iterature/guidelines for Special support designing.
I would be thankful if you (Or anyone from this forum) can help me to search for it.
Thanks for your patience,