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Apr 23, 2005 · The IBC 2006 as well as other codes which have adopted the new maps in advance (i.e. Georgia is still under IBC 2000 but has adopted the new maps) use the USGS 2002 data. This data has not yet been posted by zip code but may be used with latitude and longitude than can be found by zipcode as described below.

Apr 23, 2005 · the last version (5.8) has a module for seismic where you can input the zip code to get seismic info based on ASCE 7-02. this could be an alternative to your link. May 10, 2006

Dec 10, 2008 · Then, the International Building Code was adopted in our state in 2004. We currently use the 2006 International Building Code and things have changed. In the IBC, if I understand it correctly, determination of whether to seismically brace depends on what the building site "Seismic Design Category" is. This is a letter range from A to F.

Dec 19, 2001 · The site is in Seismic Zone 3 from the Indonesian code. What would be the corresponding Seismic Zone Factor for seismic design to Appendix E? Indonesia is divided into several zones with basic seismic coefficients as follows, for firm ground Zone 1 - C=0.09, highest lateral load Zone 2 - C=0.07 Zone 3 - C=0.05 Zone 4 - C=0.03

Jun 8, 2011 · What's the state of the code with respect to log cabin style home construction in a top seismic zone? Does the code have it well in hand, or is it a dicey form of construction (or, conversely, perhaps a robust one)? What's the sense of the Board here in regard to such a structure for fitness...

Feb 3, 2010 · You need to pass the seismic load to Civil group to check the support pier/foundation design. Normally, they only need weight and seismic base shear in two conditions: design and test (full of water). If the pier is exisitng, check if the anchor bolt can take the seismic shear and overturning moment.

Mar 26, 2014 · 9.3.7.8 says "Where seismic protection is provided, concrete anchors used to secure hangers to the building structure shall be in accordance with ACI 355.2, Qualification of Post-Installed Mechanical Anchors in Concrete, and installed in …

Aug 10, 2005 · The title shall be change to Lateral Reistance System for Wood Building located in high seismic zone. If you are familiar with the code the post won't be so long as you read. Please make comments especially from people in California.

Oct 1, 2014 · I have been asked to design the beam to beam connections and beam to column connections for a new project that is located in Seismic Design Category D. I have review ASCE 7-10 and Seismic Provision 341-10. My understanding is that for the beam to beam connections I can basically use single shear...

Dec 13, 2000 · For example I have 2 similar buildings, one located in 120mph wind with no seismic and the other across the country in seismic zone 4 with 70 mph wind. The one in the 120mph wind area I must keep say around L/300 for wind drift, where the one in the high seismic zone, I must keep L/300 for the 70 mph wind and L/50 (0.02h) for the seismic drift.