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8/20/2019 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
8/20/2019 Shear Stresses & Bending Moment.pptx
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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