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 00000008.ipt




JIS G_D2 00000016.ipt



JIS G_D2 00000021.ipt




JIS G_D2 00000028.ipt



JIS G_D2 00000033.ipt



JIS G_D2 00000038.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 00000004.ipt




JIS G_D2 00000011.ipt



JIS G_D2 00000017.ipt




JIS G_D2 00000024.ipt



JIS G_D2 00000029.ipt



JIS G_D2 00000034.ipt




JIS G_D2 00000041.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:6 fixed fixed fixed fixed fixed fixed Node:10 Node:56, Node:64, Node:94





































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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






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Continuous Load:3






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Continuous Load:4






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Fixed Constraint:1

Constraint Type Fixed


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Fixed Constraint:2



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Fixed Constraint:3



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Fixed Constraint:4



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


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


-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


-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






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Continuous Load:2






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Continuous Load:3






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Continuous Load:4






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 1250.000 mm



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Fixed Constraint:1



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Fixed Constraint:2



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Fixed Constraint:3



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Fixed Constraint:4



Results

Reaction Force and Moment on Constraints

Constraint Name Reaction Force Reaction Moment

Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz)


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


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


-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


-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

Date post:	27-Sep-2015
Category:	Documents
Upload:	hagun-gunawan
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HaGun Gantry Type-1C

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