Jun 7, 2018 #1 mvastros Civil/Environmental Jun 7, 2018 1 I'm doing a project involving highrise core design and was wondering what P/A value is when analysing compressive stress at base of the core
I'm doing a project involving highrise core design and was wondering what P/A value is when analysing compressive stress at base of the core
Jun 7, 2018 #2 Trenno Structural Feb 5, 2014 831 Back-calculate a wall stress capacity from your local design code. Depending on the slenderness and confinement of the wall, it may be around 20% - 50% of the wall's concrete strength (f'c). Upvote 0 Downvote
Back-calculate a wall stress capacity from your local design code. Depending on the slenderness and confinement of the wall, it may be around 20% - 50% of the wall's concrete strength (f'c).
Jun 7, 2018 #3 zlindauer Structural Dec 27, 2010 35 This is a bit unsettling. High rise design should be performed by or under the supervision of people who are experts at high rise design. Upvote 0 Downvote
This is a bit unsettling. High rise design should be performed by or under the supervision of people who are experts at high rise design.
