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Re: ASCE 7-05: RSA Procedure per 12.9

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> Your confusion is understandable after looking through the RISA 
> implementation of the RSA.  I'm familiar with the ETABS approach, 
> which is much more straightforward.

That's good to know. I thought it was just me.

> To combine the X and Y directions, you can use the SRSS method (the Z > direction is independent).  Your base shear for the RSA would then be 
> 7.247 kips in the X-direction.

Grrreat. I think that's what I did. I think.

> The response reduction factor R and the importance factor I should be 
> used, so this number can be multiplied by I/R.  The result should be 
> compared to the equivalent lateral force base shear and only 
> increased if it is below 85% of that value -- you cannot scale it 
> down.


> RISA offers a spreadsheet for calculating the scale factors.

Okay, I didn't notice this! I have the newest version of RISA-3D, and I have noticed the documentation seems a bit "behind the times." If you hadn't pointed this out I would never have figured it out myself!


More later, I'm sure. Hope this is helpful to others listening in.

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