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Showing content with the highest reputation on 06/30/16 in all areas

  1. Modifiers are related to cracking and loss of stiffness before reaching ultimate limit state (ULS) which happens in concrete. You wouldn't provide stiffness modifiers for steel or glass as there is no cracking before and change in stiffness. Cracking of glass is failure. Thanks.
    2 points
  2. NO THERE WILL BE NO MODIFIER
    1 point
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