• Direct Analysis Method or Effective Length Method when building contains concrete shear walls.
    Brian S
    I have a building with concrete shear walls and braced frames. Does the Direct Analysis Method or Effective Length Method still apply? I am getting stability coefficients larger than theta max but my building...
  • What does this warning mean? **WARNING- Castellated beam 7 has force/moment in FX, FZ, MX and My direction. It cannot be designed
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Steel Design Subarea: American Design Codes Original...
  • LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION
    Karla Palma
    0726.Structure3.STD my file is about a dock with the following data: 1.- Dead Load (Po. Po.) 2.- Maximum Live Load (500 kg/m2) 3.- Instantaneous Live Load (250 kg/m2) 4.- Longitudinal X-earthquake...
  • Do we have to define positive/negative for each direction(X & Z) in response spectrum analysis, as we do in static analysis? If yes, how do we define negative factor for X/Z direction in RSA?
    Praveen Oswal
    Do we have to define positive/negative for each direction(X & Z) in response spectrum analysis, as we do in static analysis? If yes, how do we define negative factor for X/Z direction in RSA? do we...
  • Direct Analysis Method i STAAD PRO & Paramter FLEX
    Siham Saeed
    Hi; My Question is the parameter FLEX should = 0.8 or 1.0 in STAAD PRO while define the direct analysis parameters. as i was reviewing the Discussions that arranged behind the same subject and i can...