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: *

  1. hessamcivileng

    U-Boot system

    Hello everyone, Could you please tell me what value I should consider as the Response Modification Coefficient (R) -as described in ASCE 7- for a system consisting of U-boot slab (crate type concrete voided slab)as the flooring system, shear walls and columns (that are not necessarily in the...
  2. hessamcivileng

    Concrete I beam

    Hi everyone, Could someone help me with this problem: Consider 2 concrete sections; First one is an I beam as a unit cross section, and the other one is an I section again but this time with 2 parts in which the bottom part of the section is not connected to the upper part (so in this case we...
  3. hessamcivileng

    Putting a linear load on a deck

    Hi friends I was struggling with a matter on ETABS but I couldn't solve it. I want to assign a linear load on a part of a deck. Could anyone help me? Thanks so much

Part and Inventory Search

Back
Top Bottom