211 - Abutments, Piers, and Walls
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211.6 - ABUTMENTS AND CONVENTIONAL RETAINING WALLS
211.6.3 - Bearing Resistance and Stability at the Strength Limit State
184.108.40.206 - Eccentricity Limits
|The following shall replace A220.127.116.11.
For foundations on soil, the location of the resultant of the reaction forces shall be within the middle one-half of the base width (maximum eccentricity of one-fourth times the base width).
For foundation on rock, the location of the resultant of the reaction forces shall be within the middle two-thirds of the base width (maximum eccentricity of one-third times the base width).
The second sentence of AC18.104.22.168 shall be deleted.