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Found 5 results

  1. Retaining walls in ETABS absorb much of base shear if our whole basement is confined by retaining walls,what is the correct way of modelling retaining walls? can we neglect them in the model?or if we model them what are the correct modifiers for them, I am vetting a project in which the designer p...
  2. Dear fellows! I have observed that some senior engineers have not been using stiffness modifiers in their designs. What is the concept behind i am not clear . As we design RC for strength, section is cracked and to cater for this cracked section, property modifiers are used as per ACI 31...
  3. bouse for Mr. Rupendra Bista.EDBin etabs reducing the property modifier 'moment of inertia in 1 and 2 direction' to 0.35 for concrete beam drops reinforcement required in beam to minium. And when increasing the moment of inertia of concrete beam section in 1 and 2 direction, reinforcement required i...
  4. Respected Members, what is the main purpose of property modifiers in defining farme sections in etabs and how we can relate them to theoretical knowledge??
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