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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
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