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  1. schumacher3285

    Extreme Torsional Irregularity

    Hello All, Can I neglect extreme torsional irregularity if my overall building sway in the model is in withing prescribed limits? The building has masonry shear walls. Due to arch constraints, I am unable to move the center of rigidity of the building to keep the torsion in control. Any input...
  2. schumacher3285

    Design of an approach slab for cooper E80 loading

    Hello, I was wondering if someone has a good reference or design calculations for the design of an approach slab for cooper E80 loading. I am working on the design of a foundation that supports a train scale and am looking for some references. Thanks

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