• shear reinforcement is staad pro

    i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…
  • AUTOMATIC LOAD COMBINATIONS

    IF I HAVE TO LIVE LOAD LIKE ONE IS ROOF LIVE AND OTHER IS LIVE LOAD THEN STAAD IS NOT TAKEN ACCOUNT TO THE ROOF LIVE IN THE COMBINATIONS IT IS TAKING ONLY LIVE IN THE COMBINATION PLEASE LOOK OUT IN THIS MATTER
  • 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…
  • How do I get around the RCDC's mandatory three bars?

    While design beam RCDC provide min 3 no of bars in the moment area how to bypass this check .There should be option in the RCDC to consider or not to consider this clause ?
  • HOW DOES RCDC CALCULATES THE BAR SPACING IN THE FOOTING?

    HOW DOES RCDC CALCULATES THE BAR SPACING IN THE FOOTING AS I GET A MIN OF 497 MM OF FOOTING SIZE OF 1500 X 1400? NOW IF I WANT TO CALCULATE THE SPACING WITH 10 DIA OF BAR IT WOULD BE 10 T @ 239 BUT RCDC SHOWING 10 T @ 250 WHICH IS 471 MM^2 STEEL?
  • Include torsion in beam design as per IS456

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: IS 456:2000 Original Author: Abhisek Mandal Bentley…
  • seismic analysis dynamic and static difference

    Kindly do clarify my following doubt 1. I have attached three model a.static analysis model b. Dynamic analysis using reference load method c. Dynamic analysis without the use of reference load method a. Static method STAAD SPACE START JOB INFORMATION…
  • Ely and Elz parameter

    Should we give Ely and Elz parameter 1.2 for all column as per IS 456 ? And if that to be given in Ulz and Uly how to give and how it is different from Ely and Elz ?
  • Ely and Elz parameter

    Ely and Elz need to be found as per tie member in each direction but is it necessary to give member length factor 1.2 for all columns as per IS456 ? In any case if am giving it as Ulx and Uly paramter what factor should that be given ?
  • As per IS code in beam design by manual calculation i am getting spacing of 229 for stirrups , lets say we will consider 230 ,but in staad it gives spacing of 110 mm for 8 dia bar,how? how software is considering ?

  • RFACE parameter in IS456 code

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Concrete Design Subarea: Indian Concrete Design Codes Original Author: Surojit Ghosh …
  • STAAD.Pro V8i - RC Designer (Design as per code IS456 & IS13920 )

    I observed few issues in RC Designer while design the beams & Columns as per IS 456 and IS13920. Please give me solution/clarification Design of Beam: Reinforcement details in the Main Steel Summary and Detailed IS456 Main Reinforcement are…