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ERIS FOLI,Aru} Part One: C WAVES N III AI\TDTRANSTWSSION (r, BaloSvstem 1 2, C{ancteristics of the Aeriel4round
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Dicplacment of the mass In statics Analyis we consern about each member EXTREM CASES Beam is Rigid no rotation only
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Totally Flexable case Between two values Frame Stiffness for Intermediate Beam Stiffness - Formulate the stiffness ma
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