Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: genzo
  • Content: Threads
  • Order by date
  1. 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...
  2. 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...

Part and Inventory Search

Back
Top Bottom