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-500 -400 Displacemnet (x) -300 -200 -100 0 100 200 Amplitude vs Time 300 0 0.462 0.928 1.4 1.903 2.839 3.312 3.775 4.239 4.707
-500 -400 Displacemnet (x) -300 -200 -100 0 100 200 Amplitude vs Time 300 0 0.462 0.928 1.4 1.903 2.839 3.312 3.775 4.239 4.707 5.177 5.647 6.115 6.581 7.048 7.519 7.986 8.453 8.921 9.39 9.856 10.33 Time (s) 792 10 11.262 11.735 12.197 12.668 13.133 13.609 14.076 14.541 15.016 15.488 15.959 16.427 16.895 17.384 17.83 18.303 18.765 19.239 19.71h 20.177 20.64 21.107 21.575 22.045 22.512 22.978 0 0 0.205592105 0.411184211 10 0.616776316 0.822368421 1.027960526 1.233552632 20 20 1.439144737 1.644736842 1.850328947 2.055921053 2.261513158 2.467105263 30 Amplitude 40 2.672697368 2.878289474 3.083881579 3.289473684 3.495065789 3.700657895 Frequency (Hz) 3.90625 50 4.111842105 4.317434211 60 4.523026316 4.728618421 4.934210526 5.139802632 5.345394737 5.550986842 5.756578947 70 5.962171053 6.167763158 6.373355263 6.578947368 80 06 Chart Title 100
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Vector Mechanics For Engineers Statics
Authors: R.C.Hibbeler
7th Edition
978-0072931105, 0072931108
