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Colin Mitchell 1st September 2016 11:33 AM

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

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