OWSJ Analysis and Design in STAAD Pro
Hi All. Recently I have been trying to analyze and model an OWSJ. Fortunately I have joist loads and member forces from the manufacturer to compare my results with. But despite multiple tries, I'm not able to get same results (which should be the case…
How to change the limit on Cross Sectional Area
Product(s):
Hevacomp Connect
Version(s):
V8i (N/A)
Environment:
N/A
Area:
N/A
Subarea:
N/A
Problem
There is a minimum limit on the CSA of the selected cable.
Solution
The minimum CSA is…
New Release - LEAP Bridge V8i SELECTseries 5 (v12.01.00.57) - now available
LEAP Bridge v12.01.00.57
Enhancements:
Introduced a new analysis option “Integral Abutment Bridge” in the Project tab. This option allows users to analyze and design integral abutments.
Support for Pile Bent and Wall Pier Type abutments has…