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Recent content by EngAndy
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Exterior column stiffness modeling SAFE
Hi, Some collegues told me today that they usually apply a property modifier of 0.3 to bending stiffness of exterior columns when modeling a slab without beam in SAFE. They apply no modifiers to the slab. They told me the reason they do this is because they try to match the direct design method...- EngAndy
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- Replies: 1
- Forum: Structural engineering general discussion
