Plate stresses/forces
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Plate stresses/forces
If applicable the stresses/forces are split up by Membrane, Bending or Combined.
- σ-x Bending stress in plate in X-direction in plate coordinate system in MPA
- σ-y Bending stress in plate in Y-direction in plate coordinate system in MPA
- τ-xy Shear stress in XY-direction in plate coordinate system in MPA
- σ-von Mises Combined von Mises stress(σ-x, σ-y,τ-xy) in plate coordinate system in MPA
- nxx Membrane force in X-direction in plate coordinate system in kN/m1
- nyy Membrane force in Y-direction in plate coordinate system in kN/m1
- nxy Membrane shear force in XY-plane in plate coordinate system in kN/m1
- mxx Bending moment in plate around Y-axe in plate coordinate system in kNm/m1
- myy Bending moment in plate around X-axe in plate coordinate system in kNm/m1
- mxy Torsional moment in plate XY-plane in plate coordinate system in kNm/m1
- vx Shear force in plate X-direction in plate coordinate system in kN/m1
- vy Shear force in plate Y-direction in plate coordinate system in kN/m1
- Mudx Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- M'udx Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- Mudy Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- M'udy Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- Asxb Total required reinforcement area on bottom of plate in X-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxt Total required reinforcement area on top of plate in X-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyb Total required reinforcement area on bottom of plate in Y-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyt Total required reinforcement area on top of plate in Y-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxb_extra Extra required reinforcement area on bottom of plate in X-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxt_extra Extra required reinforcement area on top of plate in X-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyb_extra Extra required reinforcement area on bottom of plate in Y-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyt_extra Extra required reinforcement area on top of plate in Y-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asw Required shear force reinforcement area in mm2/m1
x,vy
- v0 Resulting shear force based on vx,vy in kN/m1
- Soil pressure Soil pressure from elastic soil in kN/m2