Bending Moment lab makmal struktur ringan

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    Course CodeBFC 21201

    Department Structure And Material Engineering

    Title Bending Moment In The Beam

    MATERIA AB!RAT!R"

    AB!RAT!R" #!R$S%EET

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    Faculty  :  Facult& o' Ci(il and En(ironmental

    EngineeringPage 1

    Department : Structure And Material Engineering Edition 1

    Checking No

    Title : Bending Moment In The Beam Effective DateAmendment Date

    1)0 !B*ECTI+E 

    1.1 To eamine ho! "ending moment varie# !ith an increa#ing point load.

    1.$ To eamine ho! "ending moment varie# at the cut po#ition of the "eam for

    variou# loading condition.

    2)0 EAR,I,- !.TC!ME

    $.1 To application the engineering kno!ledge in practical application.

    $.$ To enhance technical competency in #tructural engineering though la"oratory

    application.

    $.% To communicate effectively in group.

    $.& To identify pro"lem' #olving and finding out appropriate #olution through

    la"oratory application.

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    Figure 1

    Faculty  :  Facult& o' Ci(il and En(ironmental

    EngineeringPage $

    Department : Structure And Material Engineering Edition

    Checking No

    Title : Bending Moment In The BeamEffective Date

    Amendment Date

    Part $

     

    (#e thi# #tatement:

    “ The bending moment at the cut ‘cut’ is equal to the algebraic sum of the moment of

     force acting to the left or right of the cut” 

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    /)0 R!CED.RE

     

    art 11. Check the digital force di#play meter read )ero !ith no load.

    $. Place a hanger !ith a 1**g ma## to the left of the +cut,. -ecord the digital force

    di#play reading in ta"le 1.

    %. -epeat u#ing any ma##e# "et!een 1**g and **g.

    &. Convert the ma## into a load in Ne!ton/ multiply "y 0.12 and the force reading

    into a "ending moment / Nm2 u#ing the follo!ing epre##ion:

    Bending Moment at a cut ,m 3 Displa&ed Force 4 0)125

    . Calculate the theoretical "ending moment the cut and complete ta"le 1.

    art 2

    1. Check the digital force di#play meter read )ero !ith no load.

    $. Carefully load the "eam !ith the hanger# in any po#ition# and load# according to

    figure $' figure% and figure and complete Ta"le $..

    %. Convert the force reading into a "ending moment / Nm2 u#ing :

    Bending Moment at a cut ,m 3 Displa&ed Force 4 0)125

    &. Calculate the #upport reaction /-A and -32 and calculated the theoretical

     "ending moment at the cut.

    Figure $

    Faculty  :  Facult& o' Ci(il and En(ironmental

    EngineeringPage %

    Department : Structure And Material Engineering Edition

    Checking No

    Title 6 Bending Moment In The BeamEffective Date

    Amendment Date

    -3-A

    +Cut,1&*mm

    41 5 &**6 /%.0$N2

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    Faculty  :  Facult& o' Ci(il and En(ironmental

    EngineeringPage &

    Department : Structure And Material Engineering Edition

    Checking No

    Title : Bending Moment In The BeamEffective DateAmendment Date

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    5)0 RES.T

     

    Mass

    7g

    oad

    ,

    Force, E4perimental Shear

    Force,

    Theoretical Shear

    Force,

      7(#e Any ma## "et!een 1**g to **g

    Ta8le 1

     

    Figure

    41

    /N2

    4$

    /N2

    Force

    /N2

    Eperimental

    8hear Force/N2

    - A/N2 -  3/N2 Theoretical

    8hear

    Force

    $

    %

    &

    Ta8le 2

     

    art 1

    art 2

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    Faculty  :  Facult& o' Ci(il and En(ironmental

    EngineeringPage

    Department : Structure And Material Engineering Edition

    Checking No

    Title : Bending Moment In The Beam Effective DateAmendment Date

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    9)0 DISC.SSI!, A,D C!,C.SI!,

     

    art 1

    1.* Derive e9uation 1.

    $.* Plot a graph' !hich compare your eperimental re#ult to tho#e you calculate u#ing

    theory.

    %.* Comment on the #hape of graph. 4hat doe# it tell you a"out ho! "ending moment

    varie# due to an increa#ed load

    &.* Doe# the e9uation you u#ed accurately predict the "ehavior of the "eam

      art 2

    1.* Comment on ho! the re#ult of the eperiment compare !ith tho#e calculated u#ing

    the theory.

    $.* Doe# the eperiment proof that the moment at the +cut, i# e9ual to the alge"raic #um

    of the moment of force acting to the left or right of the cut. ;f not !hy%.* Plot the moment force diagram for load ca#e# in figure$' % and &.

    &.* Comment on the #hape of the graph. 4hat doe# it tell you a"out ho! 3ending

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