I come accross one design report. From that report I come accros one thing which to me looks imposible. Im talking about beam loading. is it possible for a beam to carry 130kN/m? about 13tonnes pe meter run? (factored load). Any contribution? Is it possible or its extra exagaration?
Regards...
Im supervising a water tank consuction. The wall height is about 3.5m. Because of the size of the tank, its impossible for the contractor to cast all concrete at one go. There are water bars specified at all construction joint. Im not at all with the workmanshop(installation) of these water...
