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    KERANGKA - Ipt Stress Analysis Report 5-24-2024

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    19. MADE NGURAH ARYA NANDA PRAYOGA

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    © All Rights Reserved
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    KERANGKA - Ipt Stress Analysis Report 5-24-2024

    Uploaded by

    19. MADE NGURAH ARYA NANDA PRAYOGA
    1 views59 pages

    Original Title

    KERANGKA.ipt Stress Analysis Report 5-24-2024

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    © © All Rights Reserved

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    1 views59 pages

    KERANGKA - Ipt Stress Analysis Report 5-24-2024

    Uploaded by

    19. MADE NGURAH ARYA NANDA PRAYOGA

    Copyright:

    © All Rights Reserved
    Download as DOCX, PDF, TXT or read online from Scribd
    Download as docx, pdf, or txt
    of 59

    Stress Analysis Report

    Analyzed File: Òåëî1.ipt


    Autodesk Inventor Version: 2021 (Build 250183000, 183)
    Creation Date: 5/24/2024, 8:57 PM
    Study Author: User
    Summary:

    Project Info (iProperties)

    Summary
    Author User

    Project
    Part Number Òåëî1
    Revision Number ANY
    Designer User
    Cost $0.00
    Date Created 3/20/2024

    Status
    Design Status WorkInProgress

    Physical
    Material Steel
    Density 0.283599 lbmass/in^3
    Mass 9.47164 lbmass
    Area 667262 mm^2
    Volume 547295 mm^3
    x=-0.0273195 mm
    Center of
    y=345.374 mm
    Gravity
    z=-47.4551 mm

    Note: Physical values could be different from Physical values used by FEA reported below.
    Static Analysis:1
    General objective and settings:
    Design Objective Single Point
    Study Type Static Analysis
    Last Modification Date 5/24/2024, 8:52 PM
    Detect and Eliminate Rigid Body Modes No

    Mesh settings:
    Avg. Element Size (fraction of model
    0.1
    diameter)
    Min. Element Size (fraction of avg. size) 0.2
    Grading Factor 1.5
    Max. Turn Angle 60 deg
    Create Curved Mesh Elements Yes

    Material(s)
    Name Steel
    Mass Density 0.283599 lbmass/in^3
    General Yield Strength 30022.8 psi
    Ultimate Tensile Strength 50038 psi
    Young's Modulus 30457.9 ksi
    Stress Poisson's Ratio 0.3 ul
    Shear Modulus 11714.6 ksi
    Part Name(s) Òåëî1.ipt

    Operating conditions

    Force:1
    Load Type Force
    Magnitude 588.000 lbforce
    Vector X -588.000 lbforce
    Vector Y 0.000 lbforce
    Vector Z 0.000 lbforce

    Selected Face(s)
    Fixed Constraint:1
    Constraint
    Fixed Constraint
    Type

    Selected Face(s)
    Fixed Constraint:2
    Constraint
    Fixed Constraint
    Type

    Selected Face(s)
    Fixed Constraint:3
    Constraint
    Fixed Constraint
    Type

    Selected Face(s)
    Fixed Constraint:4
    Constraint
    Fixed Constraint
    Type

    Selected Face(s)
    Results

    Reaction Force and Moment on Constraints


    Reaction Force Reaction Moment
    Constraint Name
    Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
    0.210332 lbforce -0.0127506 lbforce ft
    Fixed Constraint:1 0.646933 lbforce 0.610258 lbforce 0.117032 lbforce ft 0.000317219 lbforce ft
    -0.0432242 lbforce -0.116335 lbforce ft
    Fixed Constraint:2 0.61226 lbforce 0.157799 lbforce 0.0881693 lbforce 0.00756367 lbforce ft
    0.589476 lbforce ft 0.00552335 lbforce ft
    0.0497943 lbforce -0.0876705 lbforce ft
    -0.114304 lbforce 0.000257615 lbforce ft
    0.0487098 lbforce
    Fixed Constraint:3 0.519399 lbforce 0.504903 lbforce 0.000277284 lbforce ft
    ft
    0.0422277 lbforce 0.0487083 lbforce ft
    -0.102266 lbforce -0.0196825 lbforce ft
    0.0370596 lbforce
    Fixed Constraint:4 0.531678 lbforce 0.519165 lbforce 0.000643182 lbforce ft
    ft
    -0.0518776 lbforce 0.0313943 lbforce ft

    Result Summary
    Name Minimum Maximum
    Volume 547266 mm^3
    Mass 9.47114 lbmass
    Von Mises Stress 0.00000166441 MPa 1.10298 MPa
    1st Principal Stress -0.250899 MPa 1.07497 MPa
    3rd Principal
    -0.901955 MPa 0.274946 MPa
    Stress
    Displacement 0 mm 0.00291792 mm
    Safety Factor 15 ul 15 ul
    Stress XX -0.522609 MPa 0.566949 MPa
    Stress XY -0.291632 MPa 0.275593 MPa
    Stress XZ -0.232949 MPa 0.263998 MPa
    Stress YY -0.873341 MPa 0.7802 MPa
    Stress YZ -0.252048 MPa 0.444047 MPa
    Stress ZZ -0.688779 MPa 0.629737 MPa
    X Displacement -0.00196851 mm 0.000368295 mm
    Y Displacement -0.00260179 mm 0.000324205 mm
    Z Displacement -0.000247307 mm 0.0016392 mm
    Equivalent Strain 0.00000000000815424 ul 0.00000455351 ul
    1st Principal Strain -0.000000203758 ul 0.00000452192 ul
    3rd Principal Strain -0.00000434555 ul 0.00000000621619 ul
    Strain XX -0.00000215177 ul 0.00000264745 ul
    Strain XY -0.00000180534 ul 0.00000170605 ul
    Strain XZ -0.00000144207 ul 0.00000163427 ul
    Strain YY -0.00000359705 ul 0.00000328168 ul
    Strain YZ -0.0000015603 ul 0.00000274886 ul
    Strain ZZ -0.00000340074 ul 0.00000336949 ul

    Figures
    Von Mises Stress
    1st Principal Stress
    3rd Principal Stress
    Displacement
    Safety Factor
    Stress XX
    Stress XY
    Stress XZ
    Stress YY
    Stress YZ
    Stress ZZ
    X Displacement
    Y Displacement
    Z Displacement
    Equivalent Strain
    1st Principal Strain
    3rd Principal Strain
    Strain XX
    Strain XY
    Strain XZ
    Strain YY
    Strain YZ
    Strain ZZ
    D:\kumpulan jokian\projek perancangan 2 gilang 21\Òåëî1.ipt

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