nicculusreadicculus
Structural
- Nov 25, 2024
- 5
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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_sThey 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.
Where did you find this? I don't think NCEES provides a handbook for SE exam?
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.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