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!

Why doesn't CWALSSI Accept SF ?

Status
Not open for further replies.
BridgeE

BridgeE

Structural
Joined
Oct 13, 2016
Messages
16
Location
US
Hi,

Am currently using CWALSSI a non-linear 1-D finite element software by the USACE, and it doesn't allow us to input any safety factor unless you tweaked your way in (by inputting Ka and Kp on your own) unlike it's (brother if you will) CWALSHT wich allows you to input SF on more than one level.

Anyone knows why ??
Thanks,
 
Sort by date Sort by votes
If you share the software, we can know...
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

dallascwbs
  • Locked
  • Question Question
CWALSSI Download
Replies
0
Views
197
dallascwbs
dallascwbs
KootK
  • Locked
  • Question Question
Why Do We Need Corner Braces in Shoring Systems
2
Replies
27
Views
2K
PEinc
PEinc
BridgeE
  • Locked
  • Question Question
What would an acceptable deflection value be for a temp. sheet pile retaining a paved road
Replies
4
Views
563
BridgeE
BridgeE

Part and Inventory Search

Sponsor

Back
Top