You should properly focus on structural analysis and basic material concepts which doesn't require code books (ie ACI, AISC, MSJC, NDS, IBC, ASCE, PCI, AASHTO)
It's pretty much coming out from the code (MSJC). Grade 60 steel has an Allowable steel stress of 24000 ksi and Grade 40 has an Allowable steel stress of 20000 ksi.
Ahhh...takes me back 2 years ago when I was taking Reinforced Masonry Design.
How many questions should I be expecting for the Seismic and Survey exam, respectively?
I've been so focus on the 8 hour exam that I lost touch with the format of CA state specific exams?
Much Appreciated.