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RE: Sloped Column

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Thanks, I did the same thing for my project.

> From: abulkhir_masroor(--nospam--at)hotmail.com
> Date: Wed, 11 Nov 2015 12:15:41 +0000
> Subject: RE: [SEAINT-SEAOSC] Sloped Column
> To: seaint-seaosc(--nospam--at)mail-list.com
> 
> I would suggest you design the rest of the building with R=5 (or as per 
> your code) but use a R=1.0 design for these four columns. Best regardsS A 
> Masroor 
> 
>> From: behnamheydari_80(--nospam--at)hotmail.com
>> Date: Wed, 21 Oct 2015 14:20:00 +0330
>> Subject: [SEAINT-SEAOSC] Sloped Column
>> To: seaint-seaosc(--nospam--at)mail-list.com
>> 
>> Hello All
>> 
>> I have an 8 stories steel structure
>> in a high seismicity area for design, the architect used 4 sloped columns 
>> at the exterior walls, these unconventional columns are angled to create
>> open spaces.

Truncated 453 characters in the previous message to save energy.

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