BPA827
Structural
- Jan 14, 2008
- 21
I am alittle late getting familiarized with the new code as I bought the 2007 CBC yesterday as well as the Design Manuuals 1 & 2. I got a few questions if anybody can shed some light on:
The Design Manuals make code references to the ASCE/SEI7-05, and the CBC also indicates that seismic force are to be in accordance with ASCE7. CBC doesn't seem to give me the Formulas needed to determine the seismic shear. Do I need to have the ASCE7 as well? Why isn't everything I need in the CBC/IBC?
Figures 1613.5(1) thru (13) in the CBC, do I use these to get my Ss & Sl? If so. the numbers are so hard to read for the exact loctation. Is this something that is given by say the soils engineer?
I know my questions are broad, but I would appreciate any light anyone can shine for me.
Thanks!
The Design Manuals make code references to the ASCE/SEI7-05, and the CBC also indicates that seismic force are to be in accordance with ASCE7. CBC doesn't seem to give me the Formulas needed to determine the seismic shear. Do I need to have the ASCE7 as well? Why isn't everything I need in the CBC/IBC?
Figures 1613.5(1) thru (13) in the CBC, do I use these to get my Ss & Sl? If so. the numbers are so hard to read for the exact loctation. Is this something that is given by say the soils engineer?
I know my questions are broad, but I would appreciate any light anyone can shine for me.
Thanks!