RCDC-Footing


Applies To
Product(s):STAAD Advanced Concrete Design
Version(s):Connect Edition
Environment:
Area:Concrete Design
Subarea:Footing Design
Original Author:Bentley Technical Support Group

  1. [[While designing for reinforcement requirement]]
  2. [[Footing Design with tension in Column]]
  3. [[Eccentric Footing design in RCDC]]
  4. [[Footing Design with loss of contact condition in RCDC]]
  5. [[Base pressure calculation in RCDC]]
  6. [[How the effective self-weight of the footing is calculated?]]
  7. [[For calculation of two way (punching) shear, footing self-weight is not added to axial load.]]
  8. [[As per design, required reinforcement is 1478/1528 sqmm along L/B direction. Provided reinforcement is T12@175 mm which amounts to 1453 sqmm only for 2.25 m width of footing, whereas the calculation report shows Ast provided as 1583sqmm. Please clarify.]]
  9. [[Please clarify the footing type “on raft” given in RCDC.]]
  10. [[How is the volume of trapezoidal footing calculated in RCDC?]]
  11. [[RCDC Footing minimum reinforcement]]
  12. [[Trying to Make footing square in RCDC]]
  13. [[Reaction mismatch between RCDC and STAAD for footing design]]
  14. [[LOC(Loss Of Contact) for Footing.]]
  15. [[SLIDING CHECK IS NOT PERFORMING FOR FOOTING.]]
  16. [[Columns failing in footing design in RCDC.]]
  17. [[Settlement Calculation in Footing Design]]