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