Sheet1

Critical dampingm2.54E+06kGCc31847.1348789809kN/m/sk100000000N/m0.07wD6.2645948853Case 1when c=0omegaw=6.2799997789rad/stu(t)frequencyf=39.4635186109Hz00.1Case 20.2when u(t)=1 and u.(f)=10 find displacement and phase angle0.3u(t)1m0.4u.(t)10m/s0.50.61.88031912190.757.86367720350.80.9tu(t)1tu(t)100.4757334733011.10.11.45376149490.11.74475758331.20.21.87704632410.21.82373030781.30.31.58406602070.31.20678284421.40.40.68661941080.40.12933716961.50.5-0.47283540690.5-0.99746248391.60.6-1.45186019950.6-1.74363882031.70.7-1.8768673180.7-1.82445720841.80.8-1.58567761110.8-1.20907802921.90.9-0.68940662840.9-0.1323248158210.469936141110.99492243741.11.44995522091.11.74251563391.21.87668355051.21.82517948061.31.58728517881.31.2113701471.40.6921920971.40.13531212631.5-0.4670356831.5-0.99237986691.6-1.44804656381.6-1.74138802691.7-1.87649502211.7-1.82589712251.8-1.58888871981.8-1.21365919171.9-0.69497580961.9-0.138299093520.464134040120.9898347788

Sheet2

Sheet3