adeku
Structural
- Jun 15, 2005
- 4
2019 CEBC equation for masonry shear strength appears to be missing a '+' sign in the equation when compared to the 2016 CEBC. When I plug in the masonry test values and corresponding dead loads, I get vastly different results between the two. The 2019 CEBC (and 2022 CEBC is the same) shows a capacity that is almost 10 times that of 2016. Am I missing something in this equation?
test value: 30psi for minimum
P/A: 17psi
2016 CEBC
(This number is divided by 1.5 later on to get the shear capacity)
2019 CEBC
test value: 30psi for minimum
P/A: 17psi
2016 CEBC
(This number is divided by 1.5 later on to get the shear capacity)
2019 CEBC