wpllamto
Structural
- Aug 31, 2009
- 1
Dear all
A simple model has been built up which is:
1) 15m(Length) x 5m (width) with 2m thk slab
2) two point (pinned) supports assigned.(see attached)
3) one point load with only DL=10000kN.(See attached)
4) two inclined tie beams (as line element) assigned.
After running the R.C. design, both top and bot moment happened in one of the Y-Y strip.
I wonder where do the bot moment come from??
Thanks!!
WPLLAM
A simple model has been built up which is:
1) 15m(Length) x 5m (width) with 2m thk slab
2) two point (pinned) supports assigned.(see attached)
3) one point load with only DL=10000kN.(See attached)
4) two inclined tie beams (as line element) assigned.
After running the R.C. design, both top and bot moment happened in one of the Y-Y strip.
I wonder where do the bot moment come from??
Thanks!!
WPLLAM