Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski 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: seny
  • Content: Threads
  • Order by date
  1. seny

    Colums release and columns to beam joint in etabs

    Hi everybody, I’m modeling 30 storey concrete building w/ shear walls lateral system and columns responsible only for gravity. As per ACI 318 section 8.8 we top of columns to be modeled as fixed and release can be assigned to bottom of the column. Is it appropriate way to model column in...
  2. seny

    core area walls labeling & effective flange width of t-shape wall

    hi everyone, i’ll appreciate any inputs on the matters below: - what is the best (most realistic) way to label closed or u-shape core area walls? The same label for all the walls of the core w/ checking of reinforcement of the section prepared in the section designer? or independent names for...
  3. seny

    cracked cmu walls

    I am working on renovation of 11 stories building – purely reinforced cmu walls & rc plank. Condition of walls is bad – on the some locations cracks are 1”. Mainly occurred at shear walls around stairs cores (stepped shear cracks) and on the outside corners (vertical cracks between adjacent...

Part and Inventory Search

Back
Top Bottom