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Recent content by genzo

  1. genzo

    cracked sections for frame analysis

    JAE, yes i am using the Ie as provided for moment magnifications. thanks for the reply guys.
  2. genzo

    cracked sections for frame analysis

    when analysing a reinforced concrete moment frame do i have to use the effective moment of inertia specified in ACI such as col:Ie=0.7Ig;beam:Ie=0.35 Ig and so on...when i used this and satisfy the drift requirement i always get results of bigger sections than analysing it with out modifying the...
  3. genzo

    base shear in dual system for a multistory bldg

    g'day! i have a 3D model of a multistory bldg in etabs with a dual sytem, a shearwall and moment resisting frames. how would you check your base shear on moment resisting frames that these frames independently resist 25% of the base shear and 75% on the shear wall according to the UBC code?Can...
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