• Shear wall design erro

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day Everyone, I have completed a staad model of a staircase, however I have been recieving the following error from the shear wall design results "FAILED:NO REBAR IS AVAILABLE FOR VERTICAL REINFORCEMENT". Does any one know why this would occur…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear wall design

    Gilbert Fontenard
    Gilbert Fontenard
    Hi Everyone, How does staad treat out of plane forces in the design of shear walls? As I've never seen Staad generate an interaction diagram for the design of these members. Which design methodology does staad employ in its shear wall designs?
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Diaphragm modeling

    Gilbert Fontenard
    Gilbert Fontenard
    Hi everyone, 1.)How can I ensure that the moment results I obtain for my beams are accurate for a model which incorporates a plate element. I am currently modelling a staircase with the use of beam, plate and surface elements, however, the moments I…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Perpendicular shear wall footing

    Gilbert Fontenard
    Gilbert Fontenard
    Good day, How can I best model a footing that support perpendicular shear walls. In these cases the footing would intersect each other and would therefore share one common node. I have tried the GEN FIXED command with no errors but with the following…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of composite steel beams

    Gilbert Fontenard
    Gilbert Fontenard
    Good day, I have used Staad to model a composite slab and design the beams supporting this slab. However, upon completing the steel design in staad the design results presented are very strange. All the members passed, however the results only presented…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dynamic eccentricity for earthquake loading

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I have done a seismic analysis and noticed the following note: ***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM. TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS. DYNAMIC ECCENTRICITY APPLIED = DEC -…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staircase Analysis

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I have modeled a staircase in Staad using beam and plate elements, but I am unsure about the suitability of the model. My main issue I have relating to the model is whether or not the analysis results obtained for the columns are accurate…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Special Moment frame Stair case

    Gilbert Fontenard
    Gilbert Fontenard
    Good Day, I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments were strange as the moments generated along the…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel