• how and which load combination should extract from staad to design the base plate and connection?
    PANKAJ VERMA
    i want to design base plate manually but I bit confused as there is different reaction for different load case, so which load combination and force required to design for base plate. and also for rafter...
  • Unable to design for the member 1.27cm depth x 7.62cm width plate,
    HK
    Hi Good morning, I am unable to design for the member 1.27cm depth x 7.62cm (Bottom chord of the truss) width plate as per CSA S16-19 (Canadian code), could you please check and provide response. Thank...
  • How to add Plate Load (Pressure on full Plate; Concentrated Load, Partial Pressure on Plate) using OpenSTAAD (VBA and python)
    Shreyanka Bhattacharjee
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: OpenSTAAD Subarea: Load Original Author: Bentley...
  • STAAD PRO ERROR - MEMBER REFERENCE POINT ALONG AXIS OF MEMBER =1
    Jonathan Lee
    I get the following error code when I run analysis MEMBER REFERENCE POINT ALONG AXIS OF MEMBER =1 plus another similar line for Member =2 anyone any ideas of problem?
  • Which method does staad pro follow stiffness matrix method or finite element method?
    Suvendu Parida
    Which method does staad pro follow stiffness matrix method or finite element method? Pls inform regarding frame and plate elements which method is considered for their analysis.