Hi All,
We are being asked to evaluate a granite facade unit to confirm it is not overstressed spanning 8ft from support clip to support clip. Could someone direct me to the proper equation to use when evaluating flexural forces on granite stone.
Design Information: Stone unit attached to a...
Hi All,
I'm being asked to design the post installed anchorage connections for a patient lifting system at an assisted living building. The lift system has a main rail that is anchored to the bottom of the concrete slab above (9" thick), at 4ft on center. The loads on these anchors are small...