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Aslam
Aslam
CALCULATE COLLAPSE LOAD ON THE BASIS OF
MOMENT REDISTRIBUTION
SCOPE
FIXED ENDED BEAM SUBJECTED TO TWO POINT LOADING.

FIXED ENDED BEAM SUBJECTED TO UNIFORMLY DISTRIBUTED
LOAD.

TWO EQUALLY SPAN CONTINUOUS BEAM LOADED WITH A
POINT LOAD AT MIDSPAN.
                                                      .
MOMENt REDIStRIBUtION
AS PER CODES

BS CODE
British code CP 110-1972 allows the peak elastic moments to
be reduced by up to (0.6-c/d)100% but not more than 30%.

RUSSIAN CODE
 Russian regulations apparently have allowed the intermediate
spans of uniformly loaded continuous beams of equal span to
be design for equal positive and negative moments and have
allow 30% moment redistribution from the elastic bending
moment diagram.

ACI CODE
ACI code allow support moments to be changed by up to 20%
depending upon the ductility of section
ASSUMED M- φ CURvE
FACtORS AFFECtINg ON MOMENt
         REDIStRIBUtION

 Plastic hinge rotation
 Plastic hinge length
APPlICAtION OF MOMENt REDIStRIBUtION

 Redistribution of negative moments in continuous nonprestressed
  flexural members

 Redistribution of negative moments in continuous prestressed flexural
  members
MOMENt REDIStRIBUtION PROhIBItED
 slab systems designed by the Direct Design Method.


 The failure mechanism of FRP reinforced flexural
  members should not be based on the formation of plastic
  hinges.
ASSUMPtIONS
Aslam
MAtlAB PROgRAM
DEvElOPMENt OF M-FIlE
MAIN PROGRAM
 CALCULATE COLLAPSE LOAD
SUB PROGRAM
 DRAW MOMENT CURVATURE DIAGRAM
 DRAW SHEAR FORCE AND BENDING
  MOMENT DIAGRAM
CASES tO BE CONSIDERED
 Fixed ended beam loaded with two point loading.
 Fixed ended beam loaded with a uniformly
  distributed load
 Two equally span continuous beam loaded with a
  point load at mid span
M – φ CURvE
FIxED ENDED BEAM lOADED wIth twO POINt

lOADINg   .
FIxED ENDED BEAM lOADED wIth UDl .
twO EqUAlly SPAN CONtINUOUS BEAM lOADED wIth A
POINt lOAD At MID SPAN
COMPARAtIvE StUDy
Aslam
thE END

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Aslam

  • 3. CALCULATE COLLAPSE LOAD ON THE BASIS OF MOMENT REDISTRIBUTION
  • 5. FIXED ENDED BEAM SUBJECTED TO TWO POINT LOADING. FIXED ENDED BEAM SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD. TWO EQUALLY SPAN CONTINUOUS BEAM LOADED WITH A POINT LOAD AT MIDSPAN. .
  • 6. MOMENt REDIStRIBUtION AS PER CODES BS CODE British code CP 110-1972 allows the peak elastic moments to be reduced by up to (0.6-c/d)100% but not more than 30%. RUSSIAN CODE Russian regulations apparently have allowed the intermediate spans of uniformly loaded continuous beams of equal span to be design for equal positive and negative moments and have allow 30% moment redistribution from the elastic bending moment diagram. ACI CODE ACI code allow support moments to be changed by up to 20% depending upon the ductility of section
  • 8. FACtORS AFFECtINg ON MOMENt REDIStRIBUtION  Plastic hinge rotation  Plastic hinge length
  • 9. APPlICAtION OF MOMENt REDIStRIBUtION  Redistribution of negative moments in continuous nonprestressed flexural members  Redistribution of negative moments in continuous prestressed flexural members
  • 10. MOMENt REDIStRIBUtION PROhIBItED  slab systems designed by the Direct Design Method.  The failure mechanism of FRP reinforced flexural members should not be based on the formation of plastic hinges.
  • 14. DEvElOPMENt OF M-FIlE MAIN PROGRAM  CALCULATE COLLAPSE LOAD SUB PROGRAM  DRAW MOMENT CURVATURE DIAGRAM  DRAW SHEAR FORCE AND BENDING MOMENT DIAGRAM
  • 15. CASES tO BE CONSIDERED  Fixed ended beam loaded with two point loading.  Fixed ended beam loaded with a uniformly distributed load  Two equally span continuous beam loaded with a point load at mid span
  • 16. M – φ CURvE
  • 17. FIxED ENDED BEAM lOADED wIth twO POINt lOADINg .
  • 18. FIxED ENDED BEAM lOADED wIth UDl .
  • 19. twO EqUAlly SPAN CONtINUOUS BEAM lOADED wIth A POINt lOAD At MID SPAN