Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Slenderness Ratio for Seismic Zone

Status
Not open for further replies.
Atooz

Atooz

Civil/Environmental
Joined
Feb 13, 2004
Messages
16
Location
US
Does any can guide me on slender ratio min/max requirement limit in the sesmic areas. With code reference will be highly appreciable. Thanks
 
Sort by date Sort by votes
Depends on the material and the element you are designing. Assuming you are using steel you need to reference AISC 341. All of the info should be in there.
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

BridgeEngineer21
  • Locked
  • Question Question
AASHTO Limiting Slenderness Ratio for Tension Members
Replies
2
Views
595
centondollar
centondollar
Keystation
  • Locked
  • Question Question
Slenderness of plate
Replies
4
Views
3K
Keystation
Keystation
palk7 EIT
  • Locked
  • Question Question
Slenderness Minor Axis Length
Replies
13
Views
2K
HDStructural
HDStructural
skeletron
  • Question Question
Protected Zone - Directly welded moment connection
Replies
4
Views
13K
jdgengineer
jdgengineer
KAR FUNG
  • Locked
  • Question Question
Rebar Slenderness Ratio
Replies
2
Views
288
Lomarandil
Lomarandil

Part and Inventory Search

Sponsor

Back
Top