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Old 1st September 2016, 11:33 AM   #1
Colin Mitchell
Senior Member
 
Join Date: Jul 2009
Posts: 35
Default Concrete Beam / Flitch & Bearing Plates

CONCRETE - Capacity of the unreinforced section.

EC2 defines a bending tensile stress = fctm,fl (3.23) and shear stress vmin (6.3N).

It might be useful to have the option to compute the bending/shear capacity of an unreinforced section - we've had a couple of cases where this information has proved useful.

FITCH/BEARING PLATES - options for S355 steel.

Best Regards
Colin Mitchell is offline   Reply With Quote