Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Relative Stiffnesses of Masonry Shear Walls (Compared to Concrete)

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Just use the equations from Armheim in masonry design.  You have a wall height, length, thickness and modulus of elasticity.  You can model the CMU wall as either canted or fixed-fixed.  The CMU deflection equations are not dependent on the cell reinforcing and grouting.  This brings up an interesting point, it would appear that by changing the reinforcing spacing, there should be some effect on the rigidity but the formulas do not reflect this.

On 9/11/2010 1:37 PM, Bill Polhemus wrote:
 Trying to model a complicated building base. Building is a wood-framed apartment, 3 storeys (sorry, like the Brit spelling better this time), sitting atop a "podium" constructed of a thick concrete slab supported by a forest of concrete columns in the interior, and 8-inch CMU shearwalls all along the boundary.

The CMU walls have grouted cells every 32".

I'm trying to figure out the shear demand for the walls in this (very) irregular building, and as it has been a long time, I need to remember how to show the "stiffness" of those walls acting as shear elements. I recall that the spacing of grouted cells has a part to play (i.e. the smaller the spacing the more stiff the wall), and I want to model the walls assuming they are concrete elements with the thickness of those elements reflecting the relative stiffness compared to a solid concrete wall (in effect the masonry walls would be "thinner" than their nominal thickness in the real world.

I need some guidance here. Anyone?

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
* *   This email was sent to you via Structural Engineers *   Association of Southern California (SEAOSC) server. To *   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you *   send to the list is public domain and may be re-posted *   without your permission. Make sure you visit our web *   site at: ******* ****** ****** ****** ******* ****** ****** ********