No CAD data available.

profile weight

0kg/m
Ix-upright X = Ix-upright
0 cm⁴
Iy-flat Y = Iy-flat
0 cm⁴

X = Ix-upright
Y = Iy-flat

mm
kg
kg/m
total load
0N



load scenario 1

profile on two supports with flexible joints

upright flat
deflection fx = 0 mm fy = 0 mm
bending stress σx = 0 N/mm² σy = 0 N/mm²

load scenario 2

profile on two supports, rigidly clamped

upright flat
deflection fx = 0 mm fy = 0 mm
bending stress σx = 0 N/mm² σy = 0 N/mm²

load scenario 3

profile rigidly clamped at one end

upright flat
deflection fx = 0 mm fy = 0 mm
bending stress σx = 0 N/mm² σy = 0 N/mm²