Shear Stresses & Bending Moment.pptx

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    Shear Stresses &Bending Moment

    A study of stresses on beams and bending moment dstresses

    Tutor: Javaria ChiraghGC University – Btech(E

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    Beam

    •Beam is a bar carrying e"terna forcesincined to its a"is# Beams areconsidered straight and e"terna foa$ays considered as vertica oads#

    •Types of beams:

    Beams are cassi%ed the $ay tsuorted

    • Simply Supported Beams

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    Simply Supported Beams

    • A simy suorted beam is suortedby a hinged suort at one end androer suort at other end#

    Overhanging Beams

    • An 'verhanging suorted beam is asosuorted by a hinged and roersuorts but have one or both endse"tending beyond suorts#Cantilever Beams• Cantiever beams are ony suorted at

    ony one end#

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    Types of Loads•

    Point Loadoint oad is aso caed concentrated oad# )tacts over so sma ength of beam that it can beassumed to act at a oint#

    •Distributed Load• )t is sread over su*cient ength of beam# )t

    may be distributed over entire ength or over aoint of beam#

    • +istributed oad is $,-.unit ength

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    Moment(Moment of fore!:

     2he turning e3ect of a force is 4no$n a

    moment# )t is the roduct of the forcemutiied by the moment arm

    M,01d

    Moment "rm:

    )t is erendicuar distance from the in

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    Sign Conventions in Beam

    hysicay $econsider the ositiveand negativemoments/ if the

    e3ect of e"ternaforces tend to bendthe beam as sho$nin %gure#

    Smieys 5uto

    remembe

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    Shear # Bending MomentDiagrams•

    Shear $ore (S$! diagram 2he Shear 0orce (6! ottedagainst distance " Measuredfrom end of the beam

    • Bending moment (BM!diagram Bending moment (BM!otted against distance "Measured from end of the beam

    S0 diagram

    BMdiagram

    7oaddiagram

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    Bending moment in Simplsupported beam (Point Lo

    • 0irsty/ $e have to cacuatereactions at suorts and dra$0ree Body +iagram (0B+!#

    • 2hen from eft to right/ $e $ima4e 8cuts8 before and after

    each reaction.oad

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    Cut 9 Cut :

    ;et$of

    Baosa

    SB

    ;ere are sti onyone reaction toconsider on eft ofthe cut#

    Bending momentat the center of thebeam>

     

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    Bending moment in Simplysupported beam (Distributeload!

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    Bending moment in antilevebeam (Point load!

    • -e do bending momentanaysis of cantiever beamsimiary#

    • Bending moment isdo$n$ards according to ourconvention#

    Moment,0orce 1 Momentarm

    • M,@-1" (for moment at !

    • M,@-1 (for moment at 5oint!

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    Bending moment in antilevbeam (Distributed load!

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    %elations bet&een load' Shear $ore and bemoment

    eationshi bet$eendistributed oad and shearforce is>

    • -, d0.d"

    • -here 0 is shear force and- is aied oad#

    • )t means that rate ofchange of shear force atany section reresents rateof oading at that section#

    • eationshi bet$een distributed shear formoment is>

    • 0,dM.d"

    • -here M is bending moment and 0 is shea

    • )t means that rate of change of bending m

    reresents shear force at that oint