When a 6 000-lb press is mounted upon structural-steel floor beams, it causes them to deflect 0.75

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When a 6 000-lb press is mounted upon structural-steel floor beams, it causes them to deflect 0.75 in. If the press has a reciprocating unbalance of 420 lb and it operates at a speed of 80 rev/min, how much of the force will be transmitted from the floor beams to other parts of the building? Assume no damping. Can this mounting be improved?

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JAPHETH KOGEI

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