Jin Kazama

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RE: How to model Dual System

DSANJU

You need to check that the moment resisting frame and shear walls (or braced frames) are designed to resist the total lateral force acting at the diaphragm level in proportion to their stiffness- this criteria is being taken care by the program it self…
- over 8 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
Modeling shear walls using plates

Modestas

Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Geometry Original Author: Sye Chakraborty, Bentley Technical Support…
- 5 months ago
- RAM | STAAD | ADINA
- RAM | STAAD | ADINA Wiki
RE: Shear walls

xingmin.li

I think this wiki is helpful for you. communities.bentley.com/.../23103.modeling-shear-walls-using-plates
- over 8 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
RE: How to model Dual System

Sye

You can model any combination of lateral force resisting system in STAAD.Pro. If you are not applying any member releases, then all connections are assumed to be moment connections and you can model a moment frame using beam elements (or plates). Braces…
- over 8 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum