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| User feedback and requests User comments on EuroBeam and requests for future enhancements |
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1st September 2016, 11:33 AM
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Senior Member
Join Date: Jul 2009
Posts: 35
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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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