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ACI 318
3-D Modeling
2nd order effects
3D
3D analysis
accounting for pdelta effects
ACI
ACI Code
plates
shearwall
Column design using moment magnification
Gilbert Fontenard
Good day, I performed a concrete design in STAAD Pro using the moment magnification method, however, there seems to be an error as the Slenderness ratio (Klu/r) reported by STAAD is much smaller than expected. For example, Klu/r reported for Column…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Shear wall design erro
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
Good Day fellow colleagues, I have tested two models to complete a shear wall design using staad pro. In one model I included only the shear walls, beams and columns and in the other model I included all of the above mentions elements plus the slab…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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