FlashSet
Structural
- Jun 25, 2011
- 49
I am reviewing the design standards recommended/required for the PE structural exam and the footnote for the masonry code states:
"Examinees will use only the ASD method, except strength design Section 3.3.5 may be used for walls with out-of-plane loads."
Looking through MSJC the strength design chapter includes sections for in-plane and out-of-plane loads on walls (sections 3.3.5 and 3.3.6), but the ASD chapter is more vague (section 2.3.3 Axial compression and flexure).
Does anyone have any insight on what is going on here; why are they allowing strength design for these walls? It seems very nonsensical to study ASD for all masonry members, and then switch to strength design for another.
Thanks in advance.
"Examinees will use only the ASD method, except strength design Section 3.3.5 may be used for walls with out-of-plane loads."
Looking through MSJC the strength design chapter includes sections for in-plane and out-of-plane loads on walls (sections 3.3.5 and 3.3.6), but the ASD chapter is more vague (section 2.3.3 Axial compression and flexure).
Does anyone have any insight on what is going on here; why are they allowing strength design for these walls? It seems very nonsensical to study ASD for all masonry members, and then switch to strength design for another.
Thanks in advance.