Solid and ribbed slabs

• Uniformly distributed dead and live loading. Load combinations according to Eurocode 0.
• Two way slabs with various support conditions. Czerny, Bares or Marcus solution methods.
• One-way continuous slabs (up to eight 8 spans). End cantilevers can be specified. Load factors for every span. Moment redistribution.
• Cantilever slabs.
• Crack and deflection control. New
• Regral anf Light weight concrete.New
• Moment capacity of concrete slab cross-sections and  sections strengthened with FRP (fibre-reinforced polymers).

report example

Flat slab, Punching shear

Design of slab section in punching shear according to Eurocode 2 § 6.4. Verification of the shear capacity at the control perimeters around a rectangular column.

Flat slab design

Design of flat slab with inner span dimensions Lx, Ly and outer span dimensions Lx’ and Ly’.