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Hi all, When designing a concrete rectangular concrete shear wall and computing for the max compression and tension with applied moment and axial load, I have been told from a senior some time ago that, in regards to the tension side, this will give us the f_ult. We will need to design for the...

Thanks everyone for their inputs! @ETABSUSER1551 even with columns away form the core , wouldn't you expect to have the columns highly stressed compared to the core walls as the core walls have greater contact area? How would this be addressed ? Thanks again!

Hi All in my professional life as an engineer, i have always worked with low storey structures, say max. 4 levels. I have never been exposed to tall building, however i have always questioned myself how do engineer deal with the axial shortening of tall building. As an engineer, what needs...

Thanks !

Hi All, i would like your interpretation of the following clause from AS3600.2018 - Clause 5.7.2 "For walls where the lateral support at the top of the wall is provided on one side only by a member not required by the relevant authority to have FRL, the structural adequacy shall be deemed to...