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azaman SEFI Member
Joined: 12 Aug 2010 Posts: 16
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Posted: Tue Oct 08, 2024 6:45 pm Post subject: ASCE 7 SECTION 12.3.4.2 (b) redundancy |
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Hi all
Due to ASCE 7 SECTION 12.3.4.2 (b) to check the redundancy factor we must remove short length concrete shear wall in two direction and then check the tortional sensivity of this removal.
How about the **non-rectangular** concrete walls. like C-shaped ...T...H... FLANGED WALL.
How will be the right way to remove the legs of such walls
while they have 3 legs ?
Thanks.
Ahmad |
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