Beam with F load at x [m]

Manual

Enter support length [m]

Enter load in kN

Enter load position [m] from the left

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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 Hxxx beam instead of I

This will automatically give E of steel

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Calculation results:

Response forces Fra and FRb in kN

Deflection in f mm

Max allowed deflection f0.002 in mm

Sigma Bending Stress in N/mm^2

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Note: Hxxx profile weight is included

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