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 Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. mpirez

    Wind Loads

    Does ETABS take into effect the "Full & Partial Loadings" (Figure 6-9) of ASCE 7-98 with regards to wind loads? I am aware of the wind pressure coefficient but how does one apply all the different wind conditions required with this code???? Thanks in advance!
  2. mpirez

    Warning Message

    Hi! Evertyime I run a model I get the following warning: "***WARNING*** THE SOLUTION LOST 6.7 DIGITS OF ACCURACY FOR DOF UZ OF JOINT 11484 LOCATED AT X = 1414.000, Y = 698.444444, Z = 1056.000, STIFFNESS MATRIX DIAGONAL VALUE = 2.6116E+10" Why does this happen? What can I do...
  3. mpirez

    Cracked Concrete Sections

    Does anyone know if ETABS Plus (v.8.3.5) takes into consideration the reduced moment of inertia in the frame due to the presence of cracked regions along the lengths of the members? This is a requirement of ACI 318-99 section 10.11.1. Thanks, Monica
Back
Top