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Section Modulus - Masonry Wall

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slickdeals

Structural
Apr 8, 2006
2,267
Is it accurate to calculate the section modulus of a masonry wall for in-plane bending (shear walls) using an equivalent solid thickness and treating it as a rectangular section?

I have looked in NCMA TEK, but do not see any calculations for in-plane section properties.

 
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For in plane section properties, I use just the thickness of the two face shells, and treat it as a rectangular section.

DaveAtkins
 
@Dave,
In case of a grouted wall (with say 24" or 16" o.c), that can add up to a significant bump in the section modulus. Do you still only consider face shells?

 
Agree with your original method, EST and treat it as rectangular. This is to check the CMU compressive stress right?
 
I mean come on guys, why the hell are you ignoring me!
The properties for the section moduli of grouted walls, partially or otherwise, are in the CERM
 
@Toad:
The properties in the CERM or any TEK publication is for out-of-plane bending (with walls spanning vertically or horizontally). It is not for in-plane section properties.

 
This is mainly to check the P/A + M/S on an unreinforced, partially grouted wall.

 
I see, & I apologize.
I hastily read the OP.

Do you mind my asking why it is necessary to calculate this for your application. I don't get into masonry design much.

Thanks
 
My bet is its a short shear wall with a nice overturning shear force, then you need to check the T/C couple in the ends of the walls...
 
I'd say with 100% conviction that you can account for the grouted cells. You could probably just use the outermost grouted cell in your P/A + MC/I calc and use I=Ad^2 as a conservative check.
 
If the wall is FULLY grouted, then yes, the width is the full width of the wall. If partially grouted, I conservatively assume only the width of the two face shells are the width.

DaveAtkins
 
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