Deflection of Cantilever Beam 3

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    STRENGTH OF MATERIAL

    NAME :

    04/09/16

      Mohamad Azmi

      Mohamad HanifNik Farid Hasif 

      Mohamad Fadhli

      Muhamad Idzwan Hilmy

      Ahmad Ridzuwan

      mohamad tarmizi

    !A"" # $%M &A

    !'()R' # *N AINA "+I%IN

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    Defection OCantileverBeam

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    Cantilever Beam Cantilever eam! "ave one en# $%e#& !o

    t"at t"e !lo'e an# #efection at t"at en#

    m(!t e )ero

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    4

    En#*loa#e# cantilever eam!

    F + Force actin, on t"e ti' o t"e eamL + Len,t" o t"e eam -!'an.

    E + Mo#(l(! o ela!ticit/I + Area moment o inertia o t"eeam0! cro!!

    !ection

    1 + F

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     To ma2e it ea!ier& t"i! $,(re can e%'lainon "o3 to !olve t"e 4(e!tion

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    5niorml/*loa#e# cantilever

    eam!

    4 + 5niorm loa# on t"e eam -orce 'er (nit len,t".L + Len,t" o t"e eamE + Mo#(l(! o ela!ticit/I + Area moment o inertia o cro!! !ection4 + 3

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    Bending Moment

    OB6ECTI7E

     To cla!!i/ t"e t/'e! o eam

     To cla!!i/ t"e t/'e! o eam loa#

    Al!o anal/!e t"e la3! o e4(iliri(m

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    TYPES OF BEAM

    Sim'l/ S(''orte# Beam

    Over"an,in, Beam

    Cantilever Beam

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    SIM1L8 S511ORTED BEAM

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    O7ERHANGING BEAM

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    CANTILE7EL BEAM

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     T81ES OF BEAM LOADS CONCENTRATED LOAD

    5NIFORML8 DISTRIB5TED LOAD

    CO51LING LOAD

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    CONCENTRATED LOAD

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    5NIFORML8 DISTRIB5TEDLOAD

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    CO51LING LOAD

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    Cre#it /:Mohamad Azmi*$n# vi#eo #efectionMohamad Hanif

    *!li#e en#in, momentNik Farid Hasif 

    *'re!ent calc(lation #efectionMohamad Fadhli

    *$n# vi#eo en#in, momentMuhamad Idzan Hilm!

    *!li#e #efection

    Ahmad "idzuan*'re!ent calc(lation en#in, moment

     mohamad tarmizi

     concl(!ion