Expolsion in building. The orginal building without expolsion = 88230
y% = 37% (54 750)
Density = 1000.00 kilograms per cubic meter
Mass = 54750601.38 kilograms
Volume = 54750.60 cubic meters
Surface area = 22920.81 meters^2
Center of mass: ( meters )
X = -4.49
Y = 26.18
Z = 0.15
Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
Taken at the center of mass.
Ix = (-0.34, 0.94, -0.06) Px = 11618442959.31
Iy = (-0.91, -0.35, -0.24) Py = 27794871540.10
Iz = (-0.25, -0.02, 0.97) Pz = 30321349024.57
Moments of inertia: ( kilograms * square meters )
Taken at the center of mass and aligned with the output coordinate system.
Lxx = 26046671877.57 Lxy = -5214700662.44 Lxz = 958664338.49
Lyx = -5214700662.44 Lyy = 13588332220.45 Lyz = -905991386.15
Lzx = 958664338.49 Lzy = -905991386.15 Lzz = 30099659425.96
Moments of inertia: ( kilograms * square meters )
Taken at the output coordinate system.
Ixx = 63581068296.14 Ixy = -11653269724.51 Ixz = 922512824.81
Iyx = -11653269724.51 Iyy = 14694008517.73 Iyz = -695248524.69
Volume = 54750.60 cubic meters
Surface area = 22920.81 meters^2
Center of mass: ( meters )
X = -4.49
Y = 26.18
Z = 0.15
Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
Taken at the center of mass.
Ix = (-0.34, 0.94, -0.06) Px = 11618442959.31
Iy = (-0.91, -0.35, -0.24) Py = 27794871540.10
Iz = (-0.25, -0.02, 0.97) Pz = 30321349024.57
Moments of inertia: ( kilograms * square meters )
Taken at the center of mass and aligned with the output coordinate system.
Lxx = 26046671877.57 Lxy = -5214700662.44 Lxz = 958664338.49
Lyx = -5214700662.44 Lyy = 13588332220.45 Lyz = -905991386.15
Lzx = 958664338.49 Lzy = -905991386.15 Lzz = 30099659425.96
Moments of inertia: ( kilograms * square meters )
Taken at the output coordinate system.
Ixx = 63581068296.14 Ixy = -11653269724.51 Ixz = 922512824.81
Iyx = -11653269724.51 Iyy = 14694008517.73 Iyz = -695248524.69
Izx = 922512824.81 Izy = -695248524.69 Izz = 68737365568.3
x% = 63% (32 645.1)
Mass = 32486667.14 kilograms
Volume = 32486.67 cubic meters
Surface area = 21190.92 meters^2
Center of mass: ( meters )
X = -6.50
Y = 28.12
Z = -1.67
Principal axes of inertia and principal moments of inertia: ( kilograms * square meters )
Taken at the center of mass.
Ix = (-0.22, 0.98, -0.01) Px = 5984965106.60
Iy = (-0.95, -0.21, -0.21) Py = 22035347066.08
Iz = (-0.20, -0.04, 0.98) Pz = 23105604475.57
Moments of inertia: ( kilograms * square meters )
Taken at the center of mass and aligned with the output coordinate system.
Lxx = 21327172638.01 Lxy = -3401599901.91 Lxz = 242511027.18
Lyx = -3401599901.91 Lyy = 6740366405.60 Lyz = -90247099.67
Lzx = 242511027.18 Lzy = -90247099.67 Lzz = 23058377604.63
Moments of inertia: ( kilograms * square meters )
Taken at the output coordinate system.
Ixx = 47099636995.10 Ixy = -9342700459.81 Ixz = 595823390.00
Iyx = -9342700459.81 Iyy = 8205585076.69 Iyz = -1617513050.78
Izx = 595823390.00 Izy = -1617513050.78 Izz = 50114410133.36
No comments:
Post a Comment