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    Type B Fairlead - 90° Results Justification

    Uploaded by

    ksangeeth2000
    This document summarizes the results of a structural analysis of a Type B fairlead that was conducted by Mentrade Sdn Bhd. The analysis found that maximum von Mises stresses in the sheave plates, swing plates, and mounting plates were below yielding levels, both with and without probes included. Contact stresses were also below yielding. Therefore, the overall structure was deemed acceptable.

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    Type B Fairlead - 90° Results Justification

    Uploaded by

    ksangeeth2000
    25 views14 pages
    This document summarizes the results of a structural analysis of a Type B fairlead that was conducted by Mentrade Sdn Bhd. The analysis found that maximum von Mises stresses in the sheave plates, swing plates, and mounting plates were below yielding levels, both with and without probes included. Contact stresses were also below yielding. Therefore, the overall structure was deemed acceptable.

    Original Description:

    Roller fairlead analysis justification

    Original Title

    Type B Fairlead -90° results Justification

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    This document summarizes the results of a structural analysis of a Type B fairlead that was conducted by Mentrade Sdn Bhd. The analysis found that maximum von Mises stresses in the sheave plates, swing plates, and mounting plates were below yielding levels, both with and without probes included. Contact stresses were also below yielding. Therefore, the overall structure was deemed acceptable.

    Copyright:

    © All Rights Reserved
    Download as PPTX, PDF, TXT or read online from Scribd
    Download as pptx, pdf, or txt
    25 views14 pages

    Type B Fairlead - 90° Results Justification

    Uploaded by

    ksangeeth2000
    This document summarizes the results of a structural analysis of a Type B fairlead that was conducted by Mentrade Sdn Bhd. The analysis found that maximum von Mises stresses in the sheave plates, swing plates, and mounting plates were below yielding levels, both with and without probes included. Contact stresses were also below yielding. Therefore, the overall structure was deemed acceptable.

    Copyright:

    © All Rights Reserved
    Download as PPTX, PDF, TXT or read online from Scribd
    Download as pptx, pdf, or txt
    of 14

    Type B Fairlead -90° results

    by Mentrade Sdn Bhd.


    Overall View
    Sheave plates Max VM
    Sheave plates Max VM with probes
    Sheave plates Max VM with probes
    Swing plates Max VM with probes
    Swing plates Max VM with probes
    Swing plates Max VM with probes

    Higher stresses due to


    contact can be ignored as
    they do not cause yielding.
    The average stresses are
    below limiting levels. Hence
    Structure acceptable.
    Swing plates Max VM with probes
    Higher stresses due to contact can be ignored as
    they do not cause yielding. The average stresses
    are below limiting levels. Hence Structure
    acceptable.
    Mounting plates Max VM
    Mounting plates Max VM with probes
    Mounting plates Max VM with probes
    Mounting plates Max VM with probes
    Mounting plates Max VM with probes

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