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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.

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.

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.

Jun 25, 2013 · I have a vertical vessel with lug supports. Client asked for NBC2010 seismic design code but I received the following warning when using NBC2010 Seismic Design Code: "Warning: This is a vertical vessel on support lugs and the earthquake type selected is a building code. Building codes assume all of the mass is located above the point of support.

Jan 10, 2008 · We have a job that falls under part 11 of the Ontario Building Code. This part deals with renovations. We are adding a new mechanical unit on top of the roof of a hospital, a post-disaster building. Part 11 doesn't require the existing building checked for seismic. However, new building systems need to conform to the current code.

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...

Feb 24, 2012 · The effective seismic weight of the structure is W=1273569 lb. The fundamental period is T=0.614. By using UBC-97: from the seismic zone map, it falls in seismic zone 3, the control equation for base shear is: V= (Cv*I*W)/(R*T) = 386230 lb session 1630.2 Eq.(30-4) The redundancy factor for seismic zone 3 = 1.5.