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DESIGN OF DOUBLY REINFORCED BEAM BY   ,[object Object]
[object Object],[object Object],[object Object]
  Need of doubly reinforced beam
[object Object],[object Object],[object Object],[object Object],[object Object]
YIELD STRESS IN COMPRESSION STEEL ,[object Object],[object Object]
Z  S Z  C C C d’ C  S 0.0035 d’ 0.002 b X  u Є  s   d Є’  s Action of doubly reinforced beam T STRAIN DIAGRAM STRESS DISTRIBUTION
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object]

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5028,5027,5035

  • 1.
  • 2.
  • 3. Need of doubly reinforced beam
  • 4.
  • 5.
  • 6. Z S Z C C C d’ C S 0.0035 d’ 0.002 b X u Є s d Є’ s Action of doubly reinforced beam T STRAIN DIAGRAM STRESS DISTRIBUTION
  • 7.
  • 8.
  • 9.
  • 10.