Deflection Calculator

profile

Shop/CAD-Daten

profile weight

0kg/m

I_x-upright

0 cm⁴

I_y-flat

0 cm⁴

profile length

mm

individual load

kg

distributed load

kg/m

total load

0N

Wert: name

Wert: name

Wert: series

Wert: lmax

Wert: lmin:

Wert: wx:

Wert: wy:

Wert: aqx:

Wert: aqy:

load scenario 1

profile on two supports with flexible joints

profile on two supports with flexible joints

profile on two supports with flexible joints

	upright	flat
deflection	f_x = 0 mm	f_y = 0 mm
bending stress	σ_x = 0 N/mm²	σ_y = 0 N/mm²

load scenario 2

profile on two supports, rigidly clamped

profile on two supports, rigidly clamped

profile on two supports, rigidly clamped

	upright	flat
deflection	f_x = 0 mm	f_y = 0 mm
bending stress	σ_x = 0 N/mm²	σ_y = 0 N/mm²

load scenario 3

profile rigidly clamped at one end

profile rigidly clamped at one end

profile rigidly clamped at one end

	upright	flat
deflection	f_x = 0 mm	f_y = 0 mm
bending stress	σ_x = 0 N/mm²	σ_y = 0 N/mm²