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!

ETABS: What is the K factor in user-defined Seismic Coeefifient?

Status
Not open for further replies.
dollarbulldog

dollarbulldog

Structural
Jan 7, 2003
58
Dear,

I am questioned what is the factor K as defined in the user-defined seismic coefficient in ETABS 8 software?

Best to all,
 
Status
Not open for further replies.

Similar threads

EngrRC
  • Question
Shear wall lateral system - what is the minimum percentage
Replies
4
Views
5K
KootK
KootK
L
  • Question
Seismic Design + Wall-Beam Connections in Dual Systems
Replies
1
Views
2K
Agent Coconut
A
Maillart Cardoso
  • Locked
  • Question
Scia engineer seismic design
Replies
1
Views
990
CSIESPL INDIA
CSIESPL INDIA
Statiker95
  • Locked
  • Question
spandrell and frame beam produce different results etabs
Replies
1
Views
2K
CSIESPL INDIA
CSIESPL INDIA
ArcTangent
  • Locked
  • Question
Members not designated as part of the seismic force resisting system
Replies
1
Views
521
HTURKAK
HTURKAK

Part and Inventory Search

Sponsor

Back
Top Bottom