Add many data analysis. Clean modal_extraction file
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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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34
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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34
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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BIN
modal-analysis/mat/frf_com.mat
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BIN
modal-analysis/mat/frf_com.mat
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modal-analysis/mat/model_solidworks_com.txt
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modal-analysis/mat/model_solidworks_com.txt
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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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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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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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