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How would one does this, if we have something like a Steel moment frame or Brace frames??
Maybe they have you use uncracked inertia because it would minimize how much it deflects, which would lessen the chance of you being able to treat the structure as if it was rigid? I'm not sure if that's conservative or not though I'm a newb
Love your vids. I am learning a lot from them. Although your units a little confusing to me, as I am a structural engineer in Australia. :D
Awesome video rich, you guys have to use more metric though lol
How would one does this, if we have something like a Steel moment frame or Brace frames??
Maybe they have you use uncracked inertia because it would minimize how much it deflects, which would lessen the chance of you being able to treat the structure as if it was rigid? I'm not sure if that's conservative or not though I'm a newb
Love your vids. I am learning a lot from them. Although your units a little confusing to me, as I am a structural engineer in Australia. :D
Awesome video rich, you guys have to use more metric though lol