No CAD data available.

Profile weight

0kg/m
Ix-Upright
0 cm⁴
Iy-Flat
0 cm⁴

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
v2.4.1