HaGun Gantry Type-1A

Frame Analysis Report HaGun Gantry Type-1A

& Analyzed File: HaGun Gantry 2013.iam

Version: 2013 (Build 170138000, 138)

Creation Date: 3/13/2013, 9:11 AM

Simulation Author: HaGun BpN

Summary:

Project Info (iProperties)

Summary

Author HaGun BpN

Project

Part Number HaGun Gantry 2013

Designer HaGun BpN

Cost $0.00

Date Created 3/13/2013

Status

Design Status WorkInProgress

Physical

Mass 27825.157 kg

Area 5175888.396 mm^2

Volume 3540096.347 mm^3

Center of Gravity

x=3188.318 mm

y=2578.119 mm z=3750.000 mm

Simulation:1

General objective and settings:

Simulation Type Static Analysis

Last Modification Date 3/13/2013, 9:08 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

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 00000005.ipt



JIS G_D2 00000010.ipt




JIS G_D2 00000017.ipt



JIS G_D2 00000022.ipt




JIS G_D2 00000029.ipt



JIS G_D2 00000034.ipt



JIS G_D2 00000039.ipt



JIS G_D2 00000044.ipt

Cross Section(s)

Geometry Properties

Section Area (A) 11978.124 mm^2

Section Width 300.000 mm

Section Height 300.000 mm

Section Centroid (x) 150.000 mm

Section Centroid (y) 150.000 mm

Mechanical Properties

Moment of Inertia (Ix) 204102051.208 mm^4

Moment of Inertia (Iy) 67548299.628 mm^4

Torsional Rigidity Modulus (J) 879507.272 mm^4

Section Modulus (Wx) 1360680.340 mm^3

Section Modulus (Wy) 450321.997 mm^3

Torsional Section Modulus (Wz) 37325.908 mm^3

Reduced Shear Area (Ax) 6145.343 mm^2

Reduced Shear Area (Ay) 2719.224 mm^2

Part Name(s)


JIS G_D2 00000003.ipt



JIS G_D2 00000008.ipt




JIS G_D2 00000015.ipt



JIS G_D2 00000020.ipt




JIS G_D2 00000027.ipt



JIS G_D2 00000032.ipt



JIS G_D2 00000037.ipt




Geometry Properties















Part Name(s) JIS G_D2 00000044.ipt

Beam Model

Nodes 146

Beams 44

- I-Beams 44

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:90 Node:13, Node:58




Rigid Link:5 fixed fixed fixed fixed fixed fixed Node:93 Node:14, Node:17, Node:62






Rigid Link:11 fixed fixed fixed fixed fixed fixed Node:98 Node:30








































Operating conditions

Gravity

Load Type Gravity

Magnitude 9810.000 mm/s^2

Direction Y-

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 800.000 mm

End Magnitude 62.500 N/mm

Selected Reference(s)

Continuous Load:2






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Continuous Load:3






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Continuous Load:4






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Fixed Constraint:1

Constraint Type Fixed


Fixed Constraint:2



Fixed Constraint:3



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 106624.242 N

-3602.498 N

25104900.532 N mm

760321.079 N mm

106523.629 N 647.384 N mm

2909.875 N -25093384.430 N mm


-3602.498 N

25104900.496 N mm

-760321.145 N mm

106523.630 N -647.384 N mm

-2909.875 N -25093384.392 N mm


3602.498 N

6569743.778 N mm

1153134.146 N mm

131818.326 N 4750.449 N mm

3665.150 N -6467750.179 N mm


3602.498 N

6569743.697 N mm

-1153134.194 N mm

131818.325 N -4750.449 N mm

-3665.150 N -6467750.089 N mm

Static Result Summary

Name Minimum Maximum

Displacement 0.000 mm 12.152 mm

Forces

Fx -31266.767 N 41259.255 N

Fy -65536.096 N 88025.118 N

Fz -90598.881 N 132980.464 N

Moments

Mx -57180496.086 N mm 32844621.203 N mm

My -43065617.582 N mm 37211540.546 N mm

Mz -167948.117 N mm 167948.142 N mm

Normal Stresses

Smax -10.528 MPa 95.320 MPa

Smin -96.726 MPa 7.044 MPa

Smax(Mx) 0.000 MPa 42.023 MPa

Smin(Mx) -42.023 MPa -0.000 MPa

Smax(My) 0.000 MPa 95.633 MPa

Smin(My) -95.633 MPa -0.000 MPa

Saxial -11.102 MPa 7.564 MPa

Shear Stresses Tx -6.714 MPa 5.088 MPa

Ty -32.371 MPa 24.101 MPa

Torsional Stresses T -4.500 MPa 4.500 MPa

Figures

Displacement

Fx

Fy

Fz

Mx

My

Mz

Smax

Smin

Smax(Mx)

Smin(Mx)

Smax(My)

Smin(My)

Saxial

Tx

Ty

Simulation:2

General objective and settings:

Simulation Type Modal Analysis taking into acount Static Loads

Last Modification Date 3/13/2013, 9:10 AM

Enhanced Accuracy No

Number of Modes 8 ul

Number of Iterations 8 ul

Tolerance 0.00010 ul

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

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 00000003.ipt



JIS G_D2 00000008.ipt




JIS G_D2 00000015.ipt



JIS G_D2 00000020.ipt




JIS G_D2 00000027.ipt



JIS G_D2 00000032.ipt



JIS G_D2 00000037.ipt

JIS G_D2 00000038.ipt


JIS G_D2 00000041.ipt


JIS G_D2 00000044.ipt

Cross Section(s)

Geometry Properties















Part Name(s)



JIS G_D2 00000005.ipt



JIS G_D2 00000010.ipt




JIS G_D2 00000017.ipt



JIS G_D2 00000022.ipt



JIS G_D2 00000027.ipt




JIS G_D2 00000034.ipt


JIS G_D2 00000037.ipt


JIS G_D2 00000040.ipt


JIS G_D2 00000043.ipt

Geometry Properties















Part Name(s) JIS G_D2 00000044.ipt

Beam Model

Nodes 146

Beams 44

- I-Beams 44

Rigid Links

Name Displacement Rotation

Parent Node Child Node(s) X - axis Y - axis Z - axis X - axis Y - axis Z - axis



















































Operating conditions

Gravity

Load Type Gravity

Magnitude 9810.000 mm/s^2

Direction Y-

Continuous Load:1






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Continuous Load:2






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Continuous Load:3






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Continuous Load:4






Qx 0.000 N/mm

Qy -62.500 N/mm

Qz 0.000 N/mm

Offset 0.000 mm

Length 800.000 mm



Fixed Constraint:1



Fixed Constraint:2



Fixed Constraint:3



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)


-3695.901 N

25089128.629 N mm

760400.529 N mm

106523.629 N 647.384 N mm

2910.008 N -25077602.876 N mm


-3695.901 N

25089128.593 N mm

-760400.595 N mm

106523.630 N -647.384 N mm

-2910.008 N -25077602.838 N mm


3575.993 N

6565170.608 N mm

1153306.427 N mm

131818.320 N 4750.486 N mm

3665.338 N -6463074.101 N mm


3575.993 N

6565170.527 N mm

-1153306.475 N mm

131818.320 N -4750.486 N mm

-3665.338 N -6463074.010 N mm

Static Result Summary

Name Minimum Maximum

Displacement 0.000 mm 12.123 mm

Forces

Fx -31222.041 N 41238.490 N

Fy -65582.697 N 88028.904 N

Fz -90598.881 N 132980.464 N

Moments

Mx -57204015.301 N mm 32844519.999 N mm

My -43025305.169 N mm 37210530.276 N mm

Mz -167948.117 N mm 167948.142 N mm

Normal Stresses

Smax -10.576 MPa 95.231 MPa

Smin -96.636 MPa 6.910 MPa

Smax(Mx) 0.000 MPa 42.041 MPa

Smin(Mx) -42.041 MPa -0.000 MPa

Smax(My) 0.000 MPa 95.543 MPa

Smin(My) -95.543 MPa -0.000 MPa

Saxial -11.102 MPa 7.564 MPa

Shear Stresses Tx -6.711 MPa 5.081 MPa

Ty -32.373 MPa 24.118 MPa

Torsional Stresses T -4.500 MPa 4.500 MPa

Frequency Value(s)

F1 2.07 Hz

F2 4.29 Hz

F3 7.24 Hz

F4 7.63 Hz

F5 7.82 Hz

F6 8.70 Hz

F7 9.00 Hz

F8 9.61 Hz

Figures

Displacement

Fx

Fy

Fz

Mx

My

Mz

Smax

Smin

Smax(Mx)

Smin(Mx)

Smax(My)

Smin(My)

Saxial

Tx

Ty

T

F1 2.07 Hz

F2 4.29 Hz

F3 7.24 Hz

F4 7.63 Hz

F5 7.82 Hz

F6 8.70 Hz

F7 9.00 Hz

F8 9.61 Hz

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

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