Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

SE Practice Exam Vertical Forces Breadth #26

nicculusreadicculus

Structural
Nov 25, 2024
5
SE Vertical Breadth 26 Problem.pngSE Vertical Breadth 26 Solution.png
May someone please help me find these equations that NCEES just magically pulled out of a hat? There is no reference to them anywhere in TMS402-16 or 22
 
Replies continue below

Recommended for you

Find yourself a masonry textbook or design guide. Amrhein is really good. We still use an old version of his book in our office.
 
They are geometric formulas

Here is a derivation for k:
1732559185061.png

If I recall correctly j is the moment arm between the steel reinf. and the center of the triangular compression block with d factored out.
 
They are geometric formulas

Here is a derivation for k:
View attachment 1479

If I recall correctly j is the moment arm between the steel reinf. and the center of the triangular compression block with d factored out.
This looks good, but where did you get the f_m and f_s equations from? Why is f_m a triangular block? I only took reinforced concrete design in school. I don't think many universities teach Masonry design anymore. I recall the Whitney stress block being a rectangle like you did for f_s
 
Conversationally, I think LRFD uses a rectangular stress block, but ASD is legacy and uses triangular.
 
Conversationally, I think LRFD uses a rectangular stress block, but ASD is legacy and uses triangular.
I agree and I believe most still stick with ASD for masonry.

Below is the screenshot of the strength illustration from the PE handbook.
1732563303711.png
 
I am so confused as to what I should even be studying. The PE Civil: Structural Exam Specs has TMS402 listed, but the PE civil handbook only has steel and concrete design references??

Why do they have to group all the PE civils together?? that is so impractical and illogical for someone who wants to do the PE Civil: Structural instead of the PE Structural...Make them separate for crying out loud!
 
I'm just as confused as you as to what you should be studying. Are you studying for the SE or PE? The civil PE handbook is for the PE, and the structural handbook is for the SE.
 
This looks good, but where did you get the f_m and f_s equations from? Why is f_m a triangular block? I only took reinforced concrete design in school. I don't think many universities teach Masonry design anymore. I recall the Whitney stress block being a rectangle like you did for f_s
The fm and fs formulas are from mechanics of materials in general form both formulas are My/I, n is included in the fs equation because you need to transform the steel to an equivalent area of masonry using the modular ratio process of determining the composite section properties and stresses are also from mechanics of materials.

The triangular stress block comes from the use of ASD which is based on an elastic stress distribution. TMS 402-16, 8.3.2
 

Part and Inventory Search

Sponsor