Maximum Permissible Load On Deck

Discussion in 'Class Societies' started by naserrishehri, Jul 11, 2013.

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  1. TANSL
    Joined: Sep 2011
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    Location: Spain

    TANSL Senior Member

    Are you asking me?
    The Bean can support 20 tons/ml . As the width of attached plate is 1.2 m, then :
    20 ton/ml ===> 20/1.2 = 16.67 tons/m2
     
    TANSL, Jul 13, 2013
    #16
  2. naserrishehri
    Joined: Jun 2006
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    Location: iran bushehr

    naserrishehri Senior Member

    thanks TANSL.
     
    naserrishehri, Jul 13, 2013
    #17
  3. akhilsvnair
    Joined: May 2013
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    Location: Netherlands

    akhilsvnair Naval Architect

    20 ton/m is the line load along the span of girder/beam.If you divide this value with effective breadth of girder/beam, answer will be in ton/m2.
     
    akhilsvnair, Jul 15, 2013
    #18

  5. akhilsvnair
    Joined: May 2013
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    Location: Netherlands

    akhilsvnair Naval Architect

    already answered ..thanks to TANSL!
     
    akhilsvnair, Jul 15, 2013
    #19
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