Concrete Gravity Columns Subjected to ACI 318-14 Section 18.7.2?https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/167569/concrete-gravity-columns-subjected-to-aci-318-14-section-18-7-2My model consists of beams &amp; columns which are concrete and take gravity loads only, the project is SDC D and the shear walls take all the lateral load. When I run the concrete column analysis I get the following warning: Column section dimensions areen-USTelligent Community 12RE: Concrete Gravity Columns Subjected to ACI 318-14 Section 18.7.2?https://communities.bentley.com/thread/479884?ContentTypeID=1Wed, 05 Sep 2018 17:01:30 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6009591-a062-4748-b563-9fc12cabccc6Seth Guthrie<p>Check the Ram Concrete Column manual section&nbsp;4.8.4 Provisions for Members not Designated as Part of the Seismic-Force-<br />Resisting System (relates to ACI 318-14 section 18.14.3.3)</p><div style="clear:both;"></div>