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The project deals with a simple one-storey building consisting of 9 columns, 12 beams and 4 slabs. The four slabs have identical dimensions of 4.0 mx6.0 m, thickness of 150 mm, covering load ge=1.0 kN/m2 and live load q=5.0 kN/m2. Concrete class: C30/37.
The shear forces are equal to:
Direction x: Vxr=18.8, Vx,erm=-33.3 [kN], Direction y:Vyr=15.1, Vy,erm=-29.0 [kN]
The bending moments are equal to:
Direction x: Mx=10.8, Mx,erm=-22.0 [kNm] Direction y: My=4.1, My,erm=-16.2 [kNm]
Τhe maximum deflection of the slabs is equal to y=1.53 mm.