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Recent content by StructuralWarrior

  1. StructuralWarrior

    ETABS shear wall pier and spandrel labelling

    I forgot to mention that I am not repeating any of pier and spandrel numbers for any floors.
  2. StructuralWarrior

    ETABS shear wall pier and spandrel labelling

    I am modelling a museum in ETABS which has cast in place concrete shear walls. All the walls has bunch of openings in it and I would appreciate if someone can verify if I am using correct pier and spandrel labeling method. ETABS tutorials and design modules only cover simple types of openings...
  3. StructuralWarrior

    ASCE7-05 Wind Load Methods

    Fellow Structural Engineers, I am designing an enclosed big box store in Miami, FL. While designing it for MWFRS I noticed some significant difference between various wind load analysis methods listed in ASCE7-05 code. My mean roof height is 21ft and store rectangle dimensions are 373’ x 213’...
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