Element Weight as Node Load at Segment End - FSEGE

This load was especially created for the definition of wet concrete. The weight of the new element (active or inactive) is automatically calculated with the density (gam) and geometry. The position of the anchorage has to be defined. Out of that, the center of gravity of the load can be calculated automatically and the load can be applied.

Note: For detailed load explanation see also RM Bridge Load Types Library .

Setting	Description
From, To, Step	These input values specify the range of elements, where the load application points can be located.
Assembly	Alternative to load assignment via element series: Name of the assembly to be loaded. The specified load is applied to every element of the specified assembly.
Ellnac	Element, which is applied as self weight load.
Gamma	Specific weight of the element Default: When entering no value or zero, the program takes from the material table the respective value of the assigned material
E-from	Position, where the new element is connected to.
Ecc2	Distance between the two traveler anchorage forces.
Ez	Load eccentricity relative to the loaded node in terms of global coordinates
[OK+Series]	To continue with further input of the same load type