Posted by dmkp on Monday, January 28, 2013 at 12:51pm.
E=210 GPa (210 MPa isnt correct)
t=6 mm=610⁻³m
R=6 m
Maximum bending stress is
σ(max) = Et/2R=21010⁹610⁻³/26=10510⁶ N/m²
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