Beam Deflect
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E I Z W Y L
= MODULUS OF ELASTICITY OF MATERIAL = MOMENT OF INERTIA = SECTION MODULUS = LOAD ON BEAM = DEFLECTION = LENGTH
* NOTE: I AND Z ARE CALCULATED FOR SOLID ROUND SHAFT ONLY!
BEAM FIXED AT BOTH ENDS, LOAD AT ANYPOINT SHAFT Ø LOAD (W) LENGTH (L) A B E I Z DEFLECTION
1.500 30.000 32.000 16.000 16.000 29,000,000 0.249 0.331 0.0007
BEAM FIXED AT ONE END, LOADED AT OTHER END SHAFT Ø LOAD (W) LENGTH (L) E I Z DEFLECTION
1.500 20.000 8.000 29,000,000 0.249 0.331 0.0005
* FILL IN RED AREAS
MATERIAL ALUMINUM (CAST) ALUMINUM (WROUGHT) CAST IRON (MALLEABLE) MAGNESIUMM (AZ80A-T5) TITANIUM (ALLOY 5 AL) STEEL
E 9,000,000 10,600,000 26,000,000 6,500,000 17,000,000 29,000,000
= MODULUS OF ELASTICITY OF MATERIAL = MOMENT OF INERTIA = SECTION MODULUS = LOAD ON BEAM = DEFLECTION = LENGTH
* NOTE: I AND Z ARE CALCULATED FOR SOLID ROUND SHAFT ONLY!
BEAM FIXED AT BOTH ENDS, LOAD AT ANYPOINT SHAFT Ø LOAD (W) LENGTH (L) A B E I Z DEFLECTION
1.500 30.000 32.000 16.000 16.000 29,000,000 0.249 0.331 0.0007
BEAM FIXED AT ONE END, LOADED AT OTHER END SHAFT Ø LOAD (W) LENGTH (L) E I Z DEFLECTION
1.500 20.000 8.000 29,000,000 0.249 0.331 0.0005
* FILL IN RED AREAS
MATERIAL ALUMINUM (CAST) ALUMINUM (WROUGHT) CAST IRON (MALLEABLE) MAGNESIUMM (AZ80A-T5) TITANIUM (ALLOY 5 AL) STEEL
E 9,000,000 10,600,000 26,000,000 6,500,000 17,000,000 29,000,000
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