LPPE
Structural
- May 16, 2001
- 578
An additional $0.02 - Maybe adding more hours or classes to an engineering curiculum (in which to get my BS in engineering i had to have over 20 more credit hours than any othe major at my school needed to get a bachelors...), maybe the way the classes are taught would help.
For instance, take an example out of a basic steel design course. The problem will say "Design a beam spaning 25 feet uniformly loaded with 3 kips/ft". Why not make the problem "Design a typical floor beam spanning 25 feet in an office at 10'-0" center to center spacings". That way at least it would force the students to get familiar with the building code and figuring out live loads, dead loads, etc.
For instance, take an example out of a basic steel design course. The problem will say "Design a beam spaning 25 feet uniformly loaded with 3 kips/ft". Why not make the problem "Design a typical floor beam spanning 25 feet in an office at 10'-0" center to center spacings". That way at least it would force the students to get familiar with the building code and figuring out live loads, dead loads, etc.