Table 2: Variation of frequency factor, , with relative stiffness, , for a CC beam on elastic foundation.


3.397428984.328157055.16088024
4.057214175.523731536.68428571
4.669877076.684978438.36140368
6.155413477.874176689.94633264
3.339941254.293756535.14012431
3.991123735.480248116.65690121
4.608340956.634728888.32680496
6.124798047.828518559.90820057
3.279298404.258508095.11911832
3.921486315.435699196.62918805
4.544084976.583290128.29178517
6.093625607.782011489.86962997