Indian Concrete Design Codes


  
 Applies To 
  
 Product(s):STAAD.Pro
 Version(s):All
 Environment: N/A
 Area: Concrete Design Solutions
 Subarea: Indian Concrete Design Codes
 Original Author:

Bentley Technical Support Group

  

This page contains a list of Wikis which are related to the Indian concrete design codes (IS 456; IS 13920).

Wikis Related to IS456:2000 Code:

  1. Include torsion in beam design as per IS456
  2. Concrete Design as per IS:456-2000 Code:  Technical details for the "BRACING" Parameter
  3. How to obtain design result at column face for beam design (flexure and shear) at “d” distance?
  4. IS: 456 Column Design Philosophy
  5. RFACE parameter in IS456 code
  6. [[Minimum Stirrup Spacing for a beam with torsion]]



Wikis Related to IS13920 Code:

  1. [[DEPTH OF BEAM SHALL PREFERABLY BE LESS THAN THE 1/4TH OF CLEAR SPAN]]
  2. [[MINIMUM DIMENSIONS OF COLUMN CHECK AS PER is13920]]
  3. [[RATIO OF SMALLER DIMENSION TO LARGER DIMENSION OF COLUMN SHALL NOT BE LESS THAN 0.4]]
  4. [[RELATIVE STRENGTH OF BEAMS AND COLUMNS AT JOINTS IS NOT CHECKED AGAINST CL 7.2 OF IS13920 2016]]
  5. [[SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED]]
  6. [[SOME OF THE BEAMS CONNECTED TO THE COLUMN ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN]]
  7. [[Sway Shear Calculation in STAAD]]
  8. [[WARNING BEAM CODE RECOMMENDS THAT WIDTH/DEPTH > 0.3]]
  9. [[Discussion on Seismic Detailing Concept of RC Structures (IS13920-1993)]]