building project

position

quantity

F

F

kN

kN

kN

side

side

thickness

drill hole

quantity

mm

mm

mm

mm

pcs

mm

mm

mm

pcs

shape factor

Esup

Einf

φ1

φ2

(0.5 x (φ²

weight per unit

[-]

N/mm²

N/mm²

[-]

[-]

[-]

kg

N/mm²

N/mm²

[-]

[-]

[-]

kg

a/b/t

stress

deformation

A_{gross}

A_{ hole}

A_{ net}

mm

mm²

N/mm²

mm

mm²

N/mm²

mm

mm

mm²

N/mm²

mm

mm²

N/mm²

mm

mm

mm²

mm²

side ratio coefficient φ_{1}

shape factor coefficient φ_{2}

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!

The Excel-based calculator further contains a deformation diagram and a sample calculation of the thermal transmittance!

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.