For a cantilever beam loaded in bending, prove that = 1/2 for the E/ guidelines in Fig.216. TechnicalSAl0Steels Ni alloys Si), SiC - -

For a cantilever beam loaded in bending, prove that β = 1/2 for the Eβ/ρ guidelines in Fig.2–16.

TechnicalSAl0Steels Ni alloys Si), SiC - - 1 Ti alloys l W alloys Al alloys Composites CFRP Cu alloys 100 Wood l grain Mall Metals Wood Il grain GFRP PMMA Polyester Concret 10 Natural materials PA PEEK Zing alloys Longitudinal wave speed PEL Wood PS 10t mls Rigid PTFE foams PE 1/2/ Foams EVA 103 m/s Silicone elastomers 10-2 PolyurethaneGuidelines for Cork NT SS design Neoprens Flexible polymer -Elastomers But 10 ms MFA C 0.01 0.1 10 Density p, Mg/m