The application supports:
- Columns of sections: Rectangular, Gamma, Z-type, T-type, Circular, Quadrilateral,
Π-type and elevator, with concentrated and distributed reinforcement, under uniaxial
και biaxial bending.
C1, Combination A: Nd=-800kN, Myd=170kNm Mzd=60kNm As,cor=39.12cm2 [ρl=1.304%, εc=-3.50‰
εs=1.55‰, φ=52.07?, x=0.481m]
- Beams of sections: Rectangular, floor girder and I-type with tensile and
compressive reinforcement bars.
B2, position: x=3.0m, Combination: max, Nd=-100kN Md=350kNm As,tot=25.77cm2 (As2/As1=3.26/22.51)
[ρl=2.062%, εc=-3.50‰, εs=2.17‰, x/d=0.617]
- Slabs with single and double reinforcement.
S1, Position: Span, Md=20.18kNm As=3.175cm2 [ρl=0.187%, εc=-3.50‰, εs=40.86‰, x/d=0.079]
Regulations
Materials
- Concrete grades from C12 up to C90
- All steel grades
Parametric:
- Parametric generalized Integral Length Stress-Strain curve for concrete.
- Bilinear Stress-Strain Diagram for steel.
Compatibility:
- Bidirectional communication through standardized XML files.
- The application
can import the reinforcement calculations for a specific floor or for the entire
building.
Several applications (e.g. StereoSTATIKA) can create the necessary XML files for
the communication with pi-DESIGN