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  1. cantthinkofaname

    Extending Existing Footing

    Can you talk to your geotechnical engineer, and let him know your predicament?. The actual soil bearing cappacity may be higher that what was in the geotech report.
  2. cantthinkofaname

    horizontal distribution of wind loads to vertilal elements

    Thanks you all for those great answers.
  3. cantthinkofaname

    horizontal distribution of wind loads to vertilal elements

    Hi there, With seismic loads, and a rigid floor diaphragm I apply the load at the center of mass and let the computer distribite the force to the braces according to theirrelative stiffness's. Is wind load on a building with rigid diaphragms applied in the same way? Or is wind load applied to...

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