Ass1_Q2_2004 - Amplitude 0.035 m eta 0.102 Mass 10.000...

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Structural Mechanics 3 - Assignment 1 - Question 2 - 2004 m kN area calc 0.001 10.00 0.005 26.00 0.07 0.010 46.00 0.18 0.015 64.00 0.28 0.020 80.00 0.36 0.027 94.00 0.61 0.035 106.00 0.8 0.028 84.00 -0.67 0.022 64.00 -0.44 0.017 44.00 -0.27 0.012 26.00 -0.18 0.007 8.00 -0.09 0.002 -10.00 0.01 -0.003 -28.00 0.1 -0.008 -46.00 0.19 -0.012 -62.00 0.22 -0.018 -80.00 0.43 -0.025 -94.00 0.61 -0.034 -106.00 0.9 -0.026 -84.00 -0.76 -0.020 -64.00 -0.44 -0.014 -44.00 -0.32 -0.009 -26.00 -0.18 -0.004 -8.00 -0.09 0.001 10.00 0.01 Area 1.310 kJ Stiffness 3351.000 kN/m (from linear regression)
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Unformatted text preview: Amplitude 0.035 m eta 0.102 Mass 10.000 tonne omega 18.306 r/s freq 2.913 Hz omegabar 4.000 Hz beta 1.373 xi 0.037 0.037 (alternative calc) Y 0.01 m A (max displ) 0.021 m base shear 70.910 kN-0.440-0.400-0.360-0.320-0.280-0.240-0.200-0.160-0.120-0.080-0.040 0.000 0.040 0.0-300.00-150.00 0.00 150.00 f(x) = 3350.65x - 3.49 080-0.040-0.030-0.020-0.010 0.000 0.010 0.020 0.030 0.040-150.00-100.00-50.00 0.00 50.00 100.00 150.00 f(x) = 3350.65x - 3.49...
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This note was uploaded on 05/09/2008 for the course CIVIL ENGI Civil 416 taught by Professor Butterworth during the Fall '05 term at Auckland.

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Ass1_Q2_2004 - Amplitude 0.035 m eta 0.102 Mass 10.000...

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