HaGun Gantry Type-1B

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Frame Analysis Report HaGun Gantry Type-1B

& Analyzed File: Assembly1 HaGun.iam

Version: 2013 (Build 170138000, 138)

Creation Date: 7/3/2014, 7:50 AM

Simulation Author: HaGun

Summary:

Project Info (iProperties)

Summary

Author HaGun

Project

Part Number Assembly1 HaGun

Designer HaGun

Cost $0.00

Date Created 6/28/2014

Status

Design Status WorkInProgress

Physical

Mass 34108.939 kg

Area 5478070.135 mm^2

Volume 4339559.674 mm^3

Center of Gravity x=4637.030 mm y=-3821.872 mm

z=0.000 mm

Simulation:1

General objective and settings:

Simulation Type Static Analysis

Last Modification Date 7/3/2014, 7:49 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 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 00000044.ipt



JIS G_D2 00000049.ipt

JIS G_D2 00000050.ipt

Cross Section(s)

Geometry Properties

Section Area (A) 21869.469 mm^2

Section Width 400.000 mm

Section Height 400.000 mm

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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

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 00000003.ipt



JIS G_D2 00000008.ipt




Geometry Properties















Part Name(s)



JIS G_D2 00000017.ipt



JIS G_D2 00000022.ipt



JIS G_D2 00000027.ipt

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JIS G_D2 00000028.ipt


JIS G_D2 00000031.ipt




JIS G_D2 00000038.ipt



JIS G_D2 00000043.ipt



JIS G_D2 00000048.ipt

Beam Model

Nodes 168

Beams 50

- I-Beams 50

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:102 Node:14




















Rigid Link:21 fixed fixed fixed fixed fixed fixed Node:115 Node:23, Node:168

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Rigid Link:25 fixed fixed fixed fixed fixed fixed Node:124 Node:42, Node:136, Node:152






























Operating conditions

Gravity

Load Type Gravity

Magnitude 9810.000 mm/s^2

Direction Y-

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Force:1

Load Type Force

Magnitude 400000.000 N

Beam Coordinate System No

Angle of Plane 270.00 deg

Angle in Plane 90.00 deg

Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm

Selected Reference(s)

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Force:2

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Force:3

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Force:4

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Pinned Constraint:1

Constraint Type Pinned


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Pinned Constraint:2



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Pinned Constraint:3



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Pinned 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)

Pinned Constraint:2 428580.736 N

2173.850 N

0.000 N mm

-0.000 N mm

428547.301 N 0.000 N mm

4892.077 N -0.000 N mm


2173.853 N

0.000 N mm

0.000 N mm

428547.284 N 0.000 N mm

-4892.077 N 0.000 N mm


-2173.867 N

0.000 N mm

-0.000 N mm

540903.011 N 0.000 N mm

-3400.051 N -0.000 N mm


-2173.910 N

0.000 N mm

-0.000 N mm

540903.027 N 0.000 N mm

3400.051 N 0.000 N mm

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Static Result Summary

Name Minimum Maximum

Displacement 0.000 mm 14.610 mm

Forces

Fx -49717.098 N 49717.096 N

Fy -220153.271 N 361421.256 N

Fz -667951.936 N 659820.602 N

Moments

Mx -115852820.821 N mm 168870880.769 N mm

My -20825881.232 N mm 20825881.005 N mm

Mz -1035926.828 N mm 1035926.802 N mm

Normal Stresses

Smax -32.426 MPa 119.699 MPa

Smin -137.109 MPa 19.193 MPa

Smax(Mx) 0.000 MPa 88.407 MPa

Smin(Mx) -88.407 MPa 0.000 MPa

Smax(My) -0.000 MPa 25.738 MPa

Smin(My) -25.738 MPa 0.000 MPa

Saxial -55.085 MPa 55.764 MPa

Shear Stresses Tx -8.090 MPa 8.090 MPa

Ty -76.627 MPa 75.281 MPa

Torsional Stresses T -10.847 MPa 10.847 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 7/3/2014, 7:47 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 00000005.ipt



JIS G_D2 00000010.ipt




JIS G_D2 00000017.ipt



JIS G_D2 00000022.ipt




JIS G_D2 00000029.ipt



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JIS G_D2 00000034.ipt


JIS G_D2 00000037.ipt




JIS G_D2 00000044.ipt



JIS G_D2 00000049.ipt

JIS G_D2 00000050.ipt

Cross Section(s)

Geometry Properties















Part Name(s)




JIS G_D2 00000007.ipt



JIS G_D2 00000012.ipt


Geometry Properties






Mechanical Properties Moment of Inertia (Ix) 204102051.208 mm^4


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Part Name(s)

JIS G_D2 00000013.ipt


JIS G_D2 00000016.ipt




JIS G_D2 00000023.ipt



JIS G_D2 00000028.ipt




JIS G_D2 00000035.ipt



JIS G_D2 00000040.ipt



JIS G_D2 00000045.ipt


JIS G_D2 00000048.ipt

Beam Model

Nodes 168

Beams 50

- I-Beams 50

Rigid Links

Name Displacement Rotation

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





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Operating conditions

Gravity

Load Type Gravity

Magnitude 9810.000 mm/s^2

Direction Y-

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Force:1

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Force:2

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Force:3

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Force:4

Load Type Force





Fx 0.000 N

Fy -400000.000 N

Fz 0.000 N

Offset 200.000 mm


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Pinned Constraint:1



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Pinned Constraint:2



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Pinned Constraint:3



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Pinned 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)


2046.312 N

178.952 N mm

176.985 N mm

428547.301 N 0.000 N mm

4897.058 N -26.458 N mm


2046.315 N

178.952 N mm

-176.985 N mm

428547.284 N 0.000 N mm

-4897.058 N -26.458 N mm


-1537.809 N

81.339 N mm

-79.520 N mm

540903.011 N 0.000 N mm

-3418.078 N 17.104 N mm


-1537.852 N

81.339 N mm

79.520 N mm

540903.027 N 0.000 N mm

3418.078 N 17.105 N mm

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Static Result Summary

Name Minimum Maximum

Displacement 0.000 mm 14.603 mm

Forces

Fx -49718.249 N 49718.247 N

Fy -220169.251 N 360782.752 N

Fz -667951.936 N 659820.602 N

Moments

Mx -117412101.702 N mm 168483190.778 N mm

My -20813658.665 N mm 20813658.434 N mm

Mz -1035926.828 N mm 1035926.802 N mm

Normal Stresses

Smax -34.794 MPa 121.396 MPa

Smin -137.054 MPa 20.578 MPa

Smax(Mx) 0.000 MPa 90.324 MPa

Smin(Mx) -90.324 MPa -0.000 MPa

Smax(My) 0.000 MPa 25.739 MPa

Smin(My) -25.739 MPa -0.000 MPa

Saxial -55.085 MPa 55.764 MPa

Shear Stresses Tx -8.090 MPa 8.090 MPa

Ty -76.492 MPa 75.246 MPa

Torsional Stresses T -10.847 MPa 10.847 MPa

Frequency Value(s)

F1 1.79 Hz

F2 4.45 Hz

F3 6.87 Hz

F4 8.18 Hz

F5 11.29 Hz

F6 12.39 Hz

F7 13.27 Hz

F8 14.15 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 1.79 Hz

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F2 4.45 Hz

F3 6.87 Hz

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F4 8.18 Hz

F5 11.29 Hz

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F6 12.39 Hz

F7 13.27 Hz

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F8 14.15 Hz

Date post:	18-Dec-2015
Category:	Documents
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HaGun Gantry Type-1B

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