Download - HaGun Gantry Type-1C
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Frame Analysis Report HaGun Gantry Type-1C
& Analyzed File: Analysis HaGun Gantry OmbiLin x 400.iam
Version: 2013 (Build 170138000, 138)
Creation Date: 2/26/2015, 8:11 AM
Simulation Author: Gunawan
Summary:
Project Info (iProperties)
Summary
Author Gunawan
Project
Part Number Analysis HaGun Gantry OmbiLin x 400
Designer Gunawan
Cost $0.00
Date Created 2/26/2015
Status
Design Status WorkInProgress
Physical
Mass 51344.323 kg
Area 7006989.030 mm^2
Volume 6532356.633 mm^3
Center of Gravity x=3152.803 mm y=2336.810 mm
z=3750.000 mm
Simulation:1
General objective and settings:
Simulation Type Static Analysis
Last Modification Date 2/26/2015, 8:10 AM
Material(s)
Name Steel, Mild
General
Mass Density 7.860 g/cm^3
Yield Strength 207.000 MPa
Ultimate Tensile Strength 345.000 MPa
Stress Young's Modulus 220.000 GPa
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Poisson's Ratio 0.275 ul
Stress Thermal
Expansion Coefficient 0.0000120 ul/c
Thermal Conductivity 56.000 W/( m K )
Specific Heat 0.460 J/( kg K )
Part Name(s)
JIS G_D2 00000001.ipt JIS G_D2 00000002.ipt
JIS G_D2 00000003.ipt
JIS G_D2 00000004.ipt JIS G_D2 00000005.ipt
JIS G_D2 00000006.ipt JIS G_D2 00000007.ipt
JIS G_D2 00000008.ipt
JIS G_D2 00000009.ipt JIS G_D2 00000010.ipt
JIS G_D2 00000011.ipt JIS G_D2 00000013.ipt
JIS G_D2 00000014.ipt JIS G_D2 00000015.ipt
JIS G_D2 00000016.ipt
JIS G_D2 00000017.ipt JIS G_D2 00000018.ipt
JIS G_D2 00000019.ipt JIS G_D2 00000020.ipt
JIS G_D2 00000021.ipt
JIS G_D2 00000022.ipt JIS G_D2 00000023.ipt
JIS G_D2 00000024.ipt JIS G_D2 00000025.ipt
JIS G_D2 00000026.ipt JIS G_D2 00000027.ipt
JIS G_D2 00000028.ipt
JIS G_D2 00000029.ipt JIS G_D2 00000030.ipt
JIS G_D2 00000031.ipt JIS G_D2 00000032.ipt
JIS G_D2 00000033.ipt
JIS G_D2 00000034.ipt JIS G_D2 00000035.ipt
JIS G_D2 00000036.ipt JIS G_D2 00000037.ipt
JIS G_D2 00000038.ipt
JIS G_D2 00000039.ipt JIS G_D2 00000040.ipt
JIS G_D2 00000041.ipt JIS G_D2 00000042.ipt
JIS G_D2 00000043.ipt JIS G_D2 00000044.ipt
JIS G_D2 00000045.ipt
Cross Section(s)
Geometry Properties
Section Area (A) 21869.469 mm^2
Section Width 400.000 mm
Section Height 400.000 mm
Section Centroid (x) 200.000 mm
Section Centroid (y) 200.000 mm
Mechanical Properties Moment of Inertia (Ix) 666214108.986 mm^4
Moment of Inertia (Iy) 224126741.756 mm^4
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Torsional Rigidity Modulus (J) 3034645.030 mm^4
Section Modulus (Wx) 3331070.543 mm^3
Section Modulus (Wy) 1120633.708 mm^3
Torsional Section Modulus (Wz) 95500.875 mm^3
Reduced Shear Area (Ax) 11464.283 mm^2
Reduced Shear Area (Ay) 4716.611 mm^2
Part Name(s)
JIS G_D2 00000001.ipt
JIS G_D2 00000002.ipt JIS G_D2 00000003.ipt
JIS G_D2 00000004.ipt
JIS G_D2 00000005.ipt JIS G_D2 00000006.ipt
JIS G_D2 00000007.ipt JIS G_D2 00000008.ipt
JIS G_D2 00000009.ipt JIS G_D2 00000010.ipt
JIS G_D2 00000011.ipt
JIS G_D2 00000013.ipt JIS G_D2 00000014.ipt
JIS G_D2 00000015.ipt JIS G_D2 00000016.ipt
JIS G_D2 00000017.ipt
JIS G_D2 00000018.ipt JIS G_D2 00000019.ipt
JIS G_D2 00000020.ipt JIS G_D2 00000021.ipt
JIS G_D2 00000022.ipt JIS G_D2 00000023.ipt
JIS G_D2 00000024.ipt
JIS G_D2 00000025.ipt JIS G_D2 00000026.ipt
JIS G_D2 00000027.ipt JIS G_D2 00000028.ipt
JIS G_D2 00000029.ipt
JIS G_D2 00000030.ipt JIS G_D2 00000031.ipt
JIS G_D2 00000032.ipt JIS G_D2 00000033.ipt
JIS G_D2 00000034.ipt
JIS G_D2 00000035.ipt JIS G_D2 00000036.ipt
JIS G_D2 00000037.ipt JIS G_D2 00000038.ipt
JIS G_D2 00000039.ipt JIS G_D2 00000040.ipt
JIS G_D2 00000041.ipt
JIS G_D2 00000042.ipt JIS G_D2 00000043.ipt
JIS G_D2 00000044.ipt JIS G_D2 00000045.ipt
Beam Model
Nodes 146
Beams 44
- I-Beams 44
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Rigid Links
Name Displacement Rotation
Parent Node Child Node(s) X - axis Y - axis Z - axis X - axis Y - axis Z - axis
Rigid Link:1 fixed fixed fixed fixed fixed fixed Node:89 Node:8, Node:9
Rigid Link:2 fixed fixed fixed fixed fixed fixed Node:2 Node:92
Rigid Link:3 fixed fixed fixed fixed fixed fixed Node:90 Node:13, Node:16
Rigid Link:4 fixed fixed fixed fixed fixed fixed Node:5 Node:96
Rigid Link:5 fixed fixed fixed fixed fixed fixed Node:7 Node:12, Node:91
Rigid Link:6 fixed fixed fixed fixed fixed fixed Node:10 Node:56, Node:64, Node:94
Rigid Link:7 fixed fixed fixed fixed fixed fixed Node:11 Node:14, Node:95
Rigid Link:8 fixed fixed fixed fixed fixed fixed Node:15 Node:58, Node:63, Node:98
Rigid Link:9 fixed fixed fixed fixed fixed fixed Node:93 Node:21, Node:147
Rigid Link:10 fixed fixed fixed fixed fixed fixed Node:97 Node:34, Node:148
Rigid Link:11 fixed fixed fixed fixed fixed fixed Node:22 Node:28, Node:104, Node:25
Rigid Link:12 fixed fixed fixed fixed fixed fixed Node:26 Node:29, Node:107
Rigid Link:13 fixed fixed fixed fixed fixed fixed Node:99 Node:40
Rigid Link:14 fixed fixed fixed fixed fixed fixed Node:100 Node:43
Rigid Link:15 fixed fixed fixed fixed fixed fixed Node:27 Node:32, Node:33, Node:106
Rigid Link:16 fixed fixed fixed fixed fixed fixed Node:30 Node:31, Node:109
Rigid Link:17 fixed fixed fixed fixed fixed fixed Node:102 Node:41
Rigid Link:18 fixed fixed fixed fixed fixed fixed Node:101 Node:46
Rigid Link:19 fixed fixed fixed fixed fixed fixed Node:103 Node:52, Node:55, Node:61
Rigid Link:20 fixed fixed fixed fixed fixed fixed Node:105 Node:54, Node:57, Node:62
Rigid Link:21 fixed fixed fixed fixed fixed fixed Node:39 Node:115
Rigid Link:22 fixed fixed fixed fixed fixed fixed Node:42 Node:121
Rigid Link:23 fixed fixed fixed fixed fixed fixed Node:44 Node:112
Rigid Link:24 fixed fixed fixed fixed fixed fixed Node:45 Node:118
Rigid Link:25 fixed fixed fixed fixed fixed fixed Node:108 Node:51, Node:59
Rigid Link:26 fixed fixed fixed fixed fixed fixed Node:110 Node:53, Node:60
Rigid Link:27 fixed fixed fixed fixed fixed fixed Node:116 Node:124
Rigid Link:28 fixed fixed fixed fixed fixed fixed Node:114 Node:125
Rigid Link:29 fixed fixed fixed fixed fixed fixed Node:111 Node:133
Rigid Link:30 fixed fixed fixed fixed fixed fixed Node:113 Node:135
Rigid Link:31 fixed fixed fixed fixed fixed fixed Node:122 Node:123
Rigid Link:32 fixed fixed fixed fixed fixed fixed Node:120 Node:126
Rigid Link:33 fixed fixed fixed fixed fixed fixed Node:117 Node:134
Rigid Link:34 fixed fixed fixed fixed fixed fixed Node:119 Node:136
Rigid Link:35 fixed fixed fixed fixed fixed fixed Node:65 Node:72
Rigid Link:36 fixed fixed fixed fixed fixed fixed Node:66 Node:71
Rigid Link:37 fixed fixed fixed fixed fixed fixed Node:67 Node:69
Rigid Link:38 fixed fixed fixed fixed fixed fixed Node:68 Node:70
Rigid Link:39 fixed fixed fixed fixed fixed fixed Node:128 Node:141
Rigid Link:40 fixed fixed fixed fixed fixed fixed Node:127 Node:146
Rigid Link:41 fixed fixed fixed fixed fixed fixed Node:130 Node:142
Rigid Link:42 fixed fixed fixed fixed fixed fixed Node:129 Node:145
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Rigid Link:43 fixed fixed fixed fixed fixed fixed Node:73 Node:75
Rigid Link:44 fixed fixed fixed fixed fixed fixed Node:74 Node:76
Rigid Link:45 fixed fixed fixed fixed fixed fixed Node:132 Node:139
Rigid Link:46 fixed fixed fixed fixed fixed fixed Node:131 Node:143
Rigid Link:47 fixed fixed fixed fixed fixed fixed Node:77 Node:79
Rigid Link:48 fixed fixed fixed fixed fixed fixed Node:78 Node:80
Rigid Link:49 fixed fixed fixed fixed fixed fixed Node:138 Node:140
Rigid Link:50 fixed fixed fixed fixed fixed fixed Node:137 Node:144
Operating conditions
Gravity
Load Type Gravity
Magnitude 9810.000 mm/s^2
Direction Y-
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Continuous Load:1
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:2
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:3
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:4
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Fixed Constraint:1
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:2
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:3
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:4
Constraint Type Fixed
Selected Reference(s)
Results
Reaction Force and Moment on Constraints
Constraint Name Reaction Force Reaction Moment
Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz)
Fixed Constraint:4 228751.807 N
510.013 N
3918551.036 N mm
1960525.230 N mm
228747.225 N 621.903 N mm
1355.121 N -3392842.858 N mm
Fixed Constraint:3 228751.842 N
509.975 N
3918453.480 N mm
-1960485.679 N mm
228747.260 N -621.990 N mm
-1355.122 N -3392753.040 N mm
Fixed Constraint:2 183873.641 N
-510.015 N
44591330.736 N mm
1073289.638 N mm
183808.074 N 1193.116 N mm
4883.417 N -44578412.093 N mm
Fixed Constraint:1 183873.751 N
-509.973 N
44590651.560 N mm
-1072798.096 N mm
183808.184 N -1193.306 N mm
-4883.416 N -44577744.552 N mm
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Static Result Summary
Name Minimum Maximum
Displacement 0.000 mm 6.517 mm
Forces
Fx -74955.066 N 53109.291 N
Fy -153061.174 N 153061.155 N
Fz -141996.500 N 228747.260 N
Moments
Mx -101155383.583 N mm 65421879.161 N mm
My -62285028.417 N mm 60730668.340 N mm
Mz -512792.478 N mm 512797.801 N mm
Normal Stresses
Smax -8.684 MPa 60.133 MPa
Smin -57.405 MPa 6.142 MPa
Smax(Mx) 0.000 MPa 30.367 MPa
Smin(Mx) -30.367 MPa -0.000 MPa
Smax(My) 0.000 MPa 55.580 MPa
Smin(My) -55.580 MPa -0.000 MPa
Saxial -10.460 MPa 6.493 MPa
Shear Stresses Tx -4.633 MPa 6.538 MPa
Ty -32.452 MPa 32.452 MPa
Torsional Stresses T -5.370 MPa 5.370 MPa
Figures
Displacement
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Fx
Fy
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Fz
Mx
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My
Mz
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Smax
Smin
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Smax(Mx)
Smin(Mx)
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Smax(My)
Smin(My)
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Saxial
Tx
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Ty
T
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Simulation:2
General objective and settings:
Simulation Type Modal Analysis taking into acount Static Loads
Last Modification Date 2/26/2015, 8:10 AM
Enhanced Accuracy No
Number of Modes 8 ul
Number of Iterations 8 ul
Tolerance 0.00010 ul
Operating conditions
Gravity
Load Type Gravity
Magnitude 9810.000 mm/s^2
Direction Y-
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Continuous Load:1
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:2
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:3
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Continuous Load:4
Load Type Continuous Load
Magnitude 62.500 N/mm
Beam Coordinate System No
Angle of Plane 270.00 deg
Angle in Plane 90.00 deg
Qx 0.000 N/mm
Qy -62.500 N/mm
Qz 0.000 N/mm
Offset 0.000 mm
Length 1250.000 mm
End Magnitude 62.500 N/mm
Selected Reference(s)
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Fixed Constraint:1
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:2
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:3
Constraint Type Fixed
Selected Reference(s)
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Fixed Constraint:4
Constraint Type Fixed
Selected Reference(s)
Results
Reaction Force and Moment on Constraints
Constraint Name Reaction Force Reaction Moment
Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz)
Fixed Constraint:4 228751.745 N
482.894 N
3903386.228 N mm
1961503.090 N mm
228747.225 N 621.903 N mm
1354.490 N -3374748.774 N mm
Fixed Constraint:3 228751.780 N
482.857 N
3903288.903 N mm
-1961463.639 N mm
228747.260 N -621.990 N mm
-1354.492 N -3374659.133 N mm
Fixed Constraint:2 183873.896 N
-593.006 N
44577489.249 N mm
1073381.191 N mm
183808.074 N 1193.116 N mm
4883.662 N -44564564.388 N mm
Fixed Constraint:1 183874.007 N
-592.964 N
44576810.272 N mm
-1072889.700 N mm
183808.184 N -1193.306 N mm
-4883.661 N -44563897.050 N mm
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Static Result Summary
Name Minimum Maximum
Displacement 0.000 mm 6.512 mm
Forces
Fx -74897.490 N 53111.469 N
Fy -153070.287 N 153070.269 N
Fz -141996.500 N 228747.260 N
Moments
Mx -101097312.924 N mm 65421919.963 N mm
My -62328397.016 N mm 60756869.888 N mm
Mz -512792.478 N mm 512797.801 N mm
Normal Stresses
Smax -8.682 MPa 60.172 MPa
Smin -57.364 MPa 6.180 MPa
Smax(Mx) 0.000 MPa 30.350 MPa
Smin(Mx) -30.350 MPa -0.000 MPa
Smax(My) 0.000 MPa 55.619 MPa
Smin(My) -55.619 MPa -0.000 MPa
Saxial -10.460 MPa 6.493 MPa
Shear Stresses Tx -4.633 MPa 6.533 MPa
Ty -32.453 MPa 32.453 MPa
Torsional Stresses T -5.370 MPa 5.370 MPa
Frequency Value(s)
F1 2.35 Hz
F2 5.44 Hz
F3 8.81 Hz
F4 8.86 Hz
F5 9.87 Hz
F6 10.44 Hz
F7 10.50 Hz
F8 11.30 Hz
Figures
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Displacement
Fx
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Fy
Fz
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Mx
My
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Mz
Smax
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Smin
Smax(Mx)
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Smin(Mx)
Smax(My)
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Smin(My)
Saxial
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Tx
Ty
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T
F1 2.35 Hz
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F2 5.44 Hz
F3 8.81 Hz
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F4 8.86 Hz
F5 9.87 Hz
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F6 10.44 Hz
F7 10.50 Hz
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F8 11.30 Hz