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  • Users: Talop
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  1. Talop

    Design Beam and Column with Overstrength

    Vertical In a plane discontinuity type structure, wood framed. I am attaching a sketch. Need to calculate beam below the shear wall that has a discontinuity. Shaded area are shear wall. I know how to apply dead and live loads but am not sure how to apply earthquake loads. Do I apply as a point...
  2. Talop

    Design Beam and Column with Overstrength

    Thank you, but I was looking for wood-framed structures with some irregularities on the shear wall from above and below.
  3. Talop

    Design Beam and Column with Overstrength

    How do you calculate beam and/or column with an overstrength factor? What do I do with omega? Multiply all loads with omega? Can anyone share an example?

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