Masonry Tee Beam Analysis help
Masonry Tee Beam Analysis help
(OP)
I downloaded many of the TEK manuals for assistance in a masonry CMU retaining wall. With a CMU retaining wall, you typically put the reinforcement at the back of the void. For example, a 12" CMU block would have roughly a d = 8.625". Most of the masonry examples that I have are for walls and they place the reinforcement in the center of the void, therefore a smaller d is present and the kd is magically always in the face shell. Where I am going with this, is with a larger d you will typically have a neutral axis nowhere near the face shell and you would need to proceed with the Tee Beam analysis (referencing TEK 14-7A). The value for "k" that I btained from the Rectangular Beam Analysis (Eq 10) is positive. The value for "k" using Tee Beam Analysis (Eq 14) is negative. Can anyone explain how/why this is? This would make the value of "kd" negative. Is the negative value supposed to be used in Eq 15-21? Attached is the TEK 14-7A manual.
As an aside, I'm aware of TEK 15-7B for CMU retaining wall design. However, the reinforcement is chosen from tables and it also assumes fully grouted blocks. This is a pretty large wall, so fully grouting may not be the most economical solution.
As an aside, I'm aware of TEK 15-7B for CMU retaining wall design. However, the reinforcement is chosen from tables and it also assumes fully grouted blocks. This is a pretty large wall, so fully grouting may not be the most economical solution.






RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
k = (-As*n - t(b-bw))/dbw
so there is always a negative value for the first coef As*n and b is always greater than bw, so the second coef will be negative so the entire numerator will always be negative. See where I'm coming from?
I'm just not sure what the reason is for the negative signs in that equation. Like I said above, using the absolute value of that k I get a C pretty close to T, which makes sense. T should equal C. Using the equation for Mr = C(2t/3)-T(d-kd/3-2t/3) gives a negative value for Mr. That value of Mr ends up matching exactly what I have in some CMU wall charts but the signeage really has me confused. Either way I got the answer to match the charts but if anyone is familiar with masonry design and these TEK manuals, please let me know what the deal is with this.
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
It should be k = (-As*n-t*(b-bw))/(d*bw) + sqrt((As*n+t^2*(b-bw))^2+t^2*bw*(b-bw)+2*d*bw*As*n) / (d*bw)
I would try to find an older version of the TEK.
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
RE: Masonry Tee Beam Analysis help
Thay found that for "some reason" the pdf file that was created for the NCMA TEK note net site either omitted an equation or the equation was in error.
The hard copies that were distrubuted should be correct.
They said the network file was corrected, but I have not had a chance to check. - They are usually very accurate since they particiapte in writing the codes. They thank you for finding the error since often they get too close to the net document without enough independent review.
Dick
RE: Masonry Tee Beam Analysis help
Regarding the Mr formula, it was simply a sign error since the T and C are in opposite directions. Dumb mistake on my part LOL