Module „CLT-Plate 1D - Internal forces“

The input is divided into:

• definitions of the cross section
• specifications concerning structural fire design
• internal forces according to the theory (of 1^st or 2^nd order) on which the calculations are based on
• design factors
• specifications concerning stability

See Module CLT-Plate 1D - Continuous beam

See Module CLT-Plate 1D - Continuous beam

The internal forces and the underlying type of calculation are defined in the tab „Internal forces, stresses and utilisation ratios“. Additionally, the design values are specified here.

If the internal forces result from a calculation based on a first order analysis a substitute buckling length has to be stated in case of a negative normal force ("problem of stability"). Based on this buckling length and the respective cross section the required buckling factor k_c needed for the verification is calculated automatically.

Siehe Modul Durchlaufträger

In der Karteikarte „Schnittgrößen, Spannungen und Ausnutzung“ werden die Spannungsverläufe sowie die maßgebenden Ausnutzungsgrade angezeigt.

Über den Button „Details“ können die Spannungen und Ausnutzungsgrade der einzelnen Schichten betrachtet werden.