Add many data analysis. Clean modal_extraction file
This commit is contained in:
		
							
								
								
									
										35
									
								
								modal-analysis/mat/1_granite_bot.txt
									
									
									
									
									
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								modal-analysis/mat/1_granite_bot.txt
									
									
									
									
									
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Mass properties of Granite-bot
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     Configuration: Default
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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Density = 2700.000 kilograms per cubic meter
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Mass = 4860.000 kilograms
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Volume = 1.800 cubic meters
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Surface area = 10.200 square meters
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Center of mass: ( meters )
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	X = 0.045
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	Y = 0.144
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	Z = -1.251
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 1.000,  0.000,  0.000)   	Px = 1057.050
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	 Iy = ( 0.000,  1.000,  0.000)   	Py = 1765.800
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	 Iz = ( 0.000,  0.000,  1.000)   	Pz = 2531.250
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 1057.050	Lxy = 0.000	Lxz = 0.000
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	Lyx = 0.000	Lyy = 1765.800	Lyz = 0.000
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	Lzx = 0.000	Lzy = 0.000	Lzz = 2531.250
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 8758.303	Ixy = 31.499	Ixz = -273.495
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	Iyx = 31.499	Iyy = 9376.075	Iyz = -875.367
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	Izx = -273.495	Izy = -875.367	Izz = 2641.910
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										34
									
								
								modal-analysis/mat/2_granite_top.txt
									
									
									
									
									
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								modal-analysis/mat/2_granite_top.txt
									
									
									
									
									
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Mass properties of selected components
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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* Includes the mass properties of one or more hidden components/bodies.
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Mass = 2152.191 kilograms
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Volume = 0.749 cubic meters
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Surface area = 14.433 square meters
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Center of mass: ( meters )
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	X = 0.052
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	Y = 0.258
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	Z = -0.778
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 1.000, -0.011,  0.000)   	Px = 449.573
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	 Iy = ( 0.011,  1.000,  0.016)   	Py = 1037.927
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	 Iz = ( 0.000, -0.016,  1.000)   	Pz = 1455.367
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 449.640	Lxy = -6.266	Lxz = 0.318
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	Lyx = -6.266	Lyy = 1037.969	Lyz = 6.718
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	Lzx = 0.318	Lzy = 6.718	Lzz = 1455.258
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 1894.930	Ixy = 22.465	Ixz = -86.122
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	Iyx = 22.465	Iyy = 2345.208	Iyz = -425.885
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	Izx = -86.122	Izy = -425.885	Izz = 1604.791
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								modal-analysis/mat/3_ty.txt
									
									
									
									
									
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								modal-analysis/mat/3_ty.txt
									
									
									
									
									
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Mass properties of selected components
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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* Includes the mass properties of one or more hidden components/bodies.
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Mass = 308.383 kilograms
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Volume = 0.044 cubic meters
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Surface area = 8.343 square meters
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Center of mass: ( meters )
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	X = 0.000
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	Y = 0.014
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	Z = -0.600
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 1.000, -0.009,  0.000)   	Px = 40.953
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	 Iy = ( 0.009,  1.000, -0.003)   	Py = 49.447
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	 Iz = ( 0.000,  0.003,  1.000)   	Pz = 84.729
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 40.953	Lxy = -0.074	Lxz = -0.002
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	Lyx = -0.074	Lyy = 49.447	Lyz = -0.105
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	Lzx = -0.002	Lzy = -0.105	Lzz = 84.729
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 151.854	Ixy = -0.073	Ixz = -0.063
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	Iyx = -0.073	Iyy = 160.290	Iyz = -2.637
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	Izx = -0.063	Izy = -2.637	Izz = 84.787
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										34
									
								
								modal-analysis/mat/4_ry.txt
									
									
									
									
									
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								modal-analysis/mat/4_ry.txt
									
									
									
									
									
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Mass properties of selected components
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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* Includes the mass properties of one or more hidden components/bodies.
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Mass = 81.987 kilograms
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Volume = 0.082 cubic meters
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Surface area = 7.022 square meters
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Center of mass: ( meters )
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	X = 0.000
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	Y = -0.005
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	Z = -0.628
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 1.000,  0.000,  0.000)   	Px = 5.203
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	 Iy = ( 0.000,  1.000, -0.013)   	Py = 5.575
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	 Iz = ( 0.000,  0.013,  1.000)   	Pz = 7.526
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 5.203	Lxy = 0.000	Lxz = 0.000
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	Lyx = 0.000	Lyy = 5.576	Lyz = -0.025
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	Lzx = 0.000	Lzy = -0.025	Lzz = 7.525
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 37.567	Ixy = 0.000	Ixz = 0.002
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	Iyx = 0.000	Iyy = 37.937	Iyz = 0.241
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	Izx = 0.002	Izy = 0.241	Izz = 7.528
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										34
									
								
								modal-analysis/mat/5_rz.txt
									
									
									
									
									
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								modal-analysis/mat/5_rz.txt
									
									
									
									
									
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Mass properties of selected components
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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* Includes the mass properties of one or more hidden components/bodies.
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Mass = 54.689 kilograms
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Volume = 0.023 cubic meters
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Surface area = 1.873 square meters
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Center of mass: ( meters )
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	X = 0.000
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	Y = 0.000
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	Z = -0.580
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 0.707, -0.707,  0.000)   	Px = 1.292
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	 Iy = ( 0.707,  0.707,  0.000)   	Py = 1.292
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	 Iz = ( 0.000,  0.000,  1.000)   	Pz = 1.831
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 1.292	Lxy = 0.000	Lxz = 0.000
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	Lyx = 0.000	Lyy = 1.292	Lyz = 0.000
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	Lzx = 0.000	Lzy = 0.000	Lzz = 1.831
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 19.673	Ixy = 0.000	Ixz = 0.000
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	Iyx = 0.000	Iyy = 19.673	Iyz = 0.000
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	Izx = 0.000	Izy = 0.000	Izz = 1.831
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										34
									
								
								modal-analysis/mat/6_hexa.txt
									
									
									
									
									
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								modal-analysis/mat/6_hexa.txt
									
									
									
									
									
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Mass properties of selected components
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     Coordinate system: Coordinate System1
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The center of mass and the moments of inertia are output in the coordinate system of Assemblage
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* Includes the mass properties of one or more hidden components/bodies.
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Mass = 19.656 kilograms
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Volume = 0.005 cubic meters
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Surface area = 1.488 square meters
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Center of mass: ( meters )
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	X = -0.004
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	Y = 0.006
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	Z = -0.319
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Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
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Taken at the center of mass.
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	 Ix = ( 0.806,  0.593, -0.001)   	Px = 0.250
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	 Iy = (-0.592,  0.805, -0.030)   	Py = 0.361
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	 Iz = (-0.017,  0.024,  1.000)   	Pz = 0.526
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Moments of inertia: ( kilograms * square meters )
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Taken at the center of mass and aligned with the output coordinate system.
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	Lxx = 0.289	Lxy = 0.053	Lxz = 0.003
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	Lyx = 0.053	Lyy = 0.322	Lyz = -0.004
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	Lzx = 0.003	Lzy = -0.004	Lzz = 0.526
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Moments of inertia: ( kilograms * square meters )
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Taken at the output coordinate system.
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	Ixx = 2.295	Ixy = 0.052	Ixz = 0.031
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	Iyx = 0.052	Iyy = 2.327	Iyz = -0.040
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	Izx = 0.031	Izy = -0.040	Izz = 0.527
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								modal-analysis/mat/frf_com.mat
									
									
									
									
									
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								modal-analysis/mat/frf_com.mat
									
									
									
									
									
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										18
									
								
								modal-analysis/mat/model_solidworks_com.txt
									
									
									
									
									
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								modal-analysis/mat/model_solidworks_com.txt
									
									
									
									
									
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							@@ -0,0 +1,18 @@
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0.045
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0.144
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-1.251
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0.052
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0.258
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-0.778
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0.000
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0.014
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-0.600
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0.000
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-0.005
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-0.628
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0.000
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0.000
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-0.580
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-0.004
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0.006
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-0.319
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										13
									
								
								modal-analysis/mat/model_solidworks_inertia.txt
									
									
									
									
									
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								modal-analysis/mat/model_solidworks_inertia.txt
									
									
									
									
									
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							@@ -0,0 +1,13 @@
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8758.303	31.499	-273.495
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31.499	9376.075	-875.367
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-273.495	-875.367	2641.9101894.930	22.465	-86.122
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22.465	2345.208	-425.885
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-86.122	-425.885	1604.791151.854	-0.073	-0.063
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-0.073	160.290	-2.637
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-0.063	-2.637	84.78737.567	0.000	0.002
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0.000	37.937	0.241
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0.002	0.241	7.52819.673	0.000	0.000
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0.000	19.673	0.000
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0.000	0.000	1.8312.295	0.052	0.031
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0.052	2.327	-0.040
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0.031	-0.040	0.527
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										6
									
								
								modal-analysis/mat/model_solidworks_mass.txt
									
									
									
									
									
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								modal-analysis/mat/model_solidworks_mass.txt
									
									
									
									
									
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							@@ -0,0 +1,6 @@
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4860.000
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2152.191
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308.383
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81.987
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54.689
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19.656
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