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!
-
Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
compression stress limit in corewall
- Thread starter joncle10
- Start date
jonkle10,
You also need to consider the slenderness of the element, particularly when there is a free end of a wall. eg: door openings in a lift or stair core.
In Australia we use strut-tie modelling and check the capacity of the strut using wall design techniques.
You also need to consider the slenderness of the element, particularly when there is a free end of a wall. eg: door openings in a lift or stair core.
In Australia we use strut-tie modelling and check the capacity of the strut using wall design techniques.
- Thread starter
- #4
thank you. the thing is that I am checking an inclined wall, the software I am using does not give an integrated force for inclined shapes.
Thus I am checking the compression stresses of the wall and would like to verify that it is not exceeded. I verified by hand calculation that it is working but would like to confirm. Therefore I posted the above thread
Thus I am checking the compression stresses of the wall and would like to verify that it is not exceeded. I verified by hand calculation that it is working but would like to confirm. Therefore I posted the above thread
- Status
Similar threads
- Locked
- Question
- Question
- Locked
- Question
- Locked
- Question