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Mat cannot be part of inertial forces. The slabs with in basements can participate depending upon the level of grade on both sides of building, the stiffness of basement walls or other below-grade vertical members and type of soil. You can take a look at this document: asce-003_asce_7-10_commentar.pdf https://cdn.ymaws.com/www.nibs.org/resource/resmgr/bssc/asce-003_asce_7-10_commentar.pdf

Hello Everyone, This log is intended to keep track of all consistent design articles. It would also help me assign the document numbers as the articles come out. If you have an article or post that you will like to get included in SEFP Consistent Design Series, please PM me or any of the moderators. Torsion - Reinforced Concrete Members; Doc No: 10-00-CD-0001 1997 UBC Vertical Earthquake Term; Doc No: 10-00-CD-0002 UBC Seismic Drift Limits; Doc No: 10-00-CD-0003 Diaphragm Flexibility; Doc No: 10-00-CD-0004 (Update Required) Pile Design: Doc No: 10-00-CD-0005 Comments/ Observations regarding modelling in Etabs; Doc No: 10-00-CD-0006 Beam Column Joint; Doc No: 10-00-CD-0007 Bracing Definition; Doc No: 10-00-CD-0008 (Coming soon) Location of Base for Seismic; Doc No: 10-00-CD-0009 (Coming Soon) Long Term Deflection of Beam; Doc No: 10-00-CD-0010 (Coming Soon) Thanks.