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RE: Special Reinforced Masonry Shear Walls

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Bill,

Thanks for this info. Have you tried using the CMACN software for your design 
 and, if so, what are your thoughts on their programs? (I don't think Enercalc 
 has the masonry shear pier module anymore).

Larry Hauer, S.E.

-----Original Message-----
> From: "T. William (Bill) Allen, S.E." <bill(--nospam--at)ALLENDESIGNS.COM>
> Sent: Mar 25, 2014 1:16 PM
> To: seaint-seaosc(--nospam--at)mail-list.com
> Subject: RE: [SEAINT-SEAOSC] Special Reinforced Masonry Shear Walls
> 
> CMACN was wrong!
> 
> The 1.5 factor is still in for ASD (Chapter 2).
> 
> See section 1.18.3.2.6.1.2 of the Masonry Code.
> 
> Thanks to Alan Robinson for pointing this out to me.
> 
> T. William (Bill) Allen, S.E. (CA 2607)
> A L L E N   D E S I G N S
> Consulting Structural Engineers
> 33171 Paseo Cerveza, Suite 221
> San Juan Capistrano, CA 92675
> V (949) 248-8588 • C (949) 374-1536
> www.AllenDesigns.com

Truncated 1600 characters in the previous message to save energy.

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