Wedged beam with Q load no support

Enter beam length in meter

Enter load Q in kN/m

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Alternative A

Enter elasticity E in N/mm^2

Enter I in mm^2 x 10^4

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Alternative B

Enter profile Hxxx instead of I

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Calculation results:

Deflection f in mm

Max allowed deflection f0.002 in mm

Sigma Bend Stress in N/mm^2

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Note: Profile weight is included