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Dynamic Response of sandwich Plates

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Figure

Table 1: Deflection of a plate 0.5m xO.5m, core 30mm with central      point load 2500N and all edges pinned
Table 3: Deflection of a beam having width 0.05m and span 0.25m simply supported with central pt load 1000N
Table 4. Natural frequency of plate 0.5m x0.5m, core 30mm with all edges pinned

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