• 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…
  • 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 ?