Hintergrundgrafik1 ESZ Sepatherm ESZ Wilfried Becker GmbH Hintergrundgrafik2 ESZ Sepatherm ESZ Wilfried Becker GmbH Diagrammhintergrund ESZ Sepatherm ESZ Wilfried Becker GmbH Diagrammhintergrund ESZ Sepatherm ESZ Wilfried Becker GmbH Diagramm Seitenverhältnis ESZ Sepatherm ESZ Wilfried Becker GmbH Diagramm Seitenverhältnis ESZ Sepatherm ESZ Wilfried Becker GmbH oberes Hintergrundbild ESZ Sepatherm ESZ Wilfried Becker GmbH Deutsche Flagge ESZ Wilfried Becker GmbH Englische Flagge ESZ Wilfried Becker GmbH Niederleandische Flagge ESZ Wilfried Becker GmbH haupt Hintergrundbild ESZ Sepatherm ESZ Wilfried Becker GmbH unteres Hintergrundbild ESZ Sepatherm ESZ Wilfried Becker GmbH Ansichtsbereich Einwirkungen ESZ Sepatherm Ansichtsbereich Lagergeometrie ESZ Sepatherm Ansichtsbereich Ergänzungen ESZ Sepatherm Ansichtsbereich Stammdaten ESZ Sepatherm Ansichtsbereich Informationen ESZ Sepatherm

design | ESZ-SEPATHERM | V1.08
general Information:
building project
position
quantity
actions:
F min
F max
kN
kN
part geometry:
side a
side b
thickness t
drill hole
quantity n holes
mm
mm
mm
mm
pcs
amendment:
shape factor
Esup
Einf
φ1
φ2
(0.5 x (φ²1+φ²2))-0,5
weight per unit
[-]
N/mm²
N/mm²
[-]
[-]
[-]
kg
calcualtion details:
a/b/t

stress (min/max)
deformation u
Agross
A hole
A net
mm
mm²
N/mm²
mm
mm
mm²
N/mm²
mm
mm
mm²
φ1 [ - ]
side ratio a/b [ - ]
side ratio coefficient φ1
φ2 [ - ]
shape factor [ - ]
shape factor coefficient φ2
For a correct printout the printout scaling shall set to 100% in print preview. After changing the input parameters a new calculation run must be done by pushing the calculate button.

The Excel-based calculator further contains a deformation diagram and a sample calculation of the thermal transmittance!
This program is available to any user free of charge.
Disclaimer: The ESZ W. Becker GmbH excludes all liability for any bugs. Liability claims against ESZ, which refer to material or immaterial nature caused by the use or disuse of the information or the use of faulty and incomplete information are generally excluded, unless ESZ evidenced willful or gross negligence.

Specifications of building project in textform. Without influence to the calculation. Description oder number of position. Without influence to the calculation. Amount of elements . Without influence to the calculation. Lower average strain to Sepatherm in kN. Upper average strain to Sepatherm in kN. Considered allways equal or higher than lower Strain. Side length a of smaler element side in millimeters. Side length b of bigger element side in millimeters. Thickness of element in millimeters. Stadart thickness values are listed. Thickness up to 50mm on request. Diameter of holes in millimeters. Amount of holes. Only natural numbers and ZERO produce wise results. Root-mean-square value over shape factor and site factor coefficient; results main coefficient for deformation calculation.