Bentley Communities
Site
Search
User
Site
Search
User
Welcome
Products
Support
About
More
Cancel
Keshav Dubal
Questions
Profile
Activity
Communities
Friends
Likes
Achievements
Bookmarks
Blog Posts
Questions
More
Cancel
Not Answered
In our model, for the brace, we have given a KZ and KY of 0.65. But in the steel design, the length considered is full length only. Staad is not considering the KZ and KY parameter . Can anyone help!
0
481
views
2
replies
Latest
over 3 years ago
by
Keshav Dubal
Not Answered
SLINDERNESS VALUE NOT REDUCE AFTER APPLY KY AND KZ VALUE.
0
279
views
1
reply
Latest
over 3 years ago
by
Modestas
Answered
Truss member of STAAD and the instability problems
+1
4736
views
5
replies
Latest
over 6 years ago
by
Fiona Cheng