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- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Codes comparison
- From: Harold Sprague <spraguehope(--nospam--at)hotmail.com>
- Date: Thu, 5 Feb 2009 02:27:03 +0000
Your English requires no excuse. It is probably better than MY English and decidedly better than my Spanish. I would urge you to purchase not only the IBC 2006 but also the ASCE 7-05. |
Some of the most fundamental differences are in the seismic and wind provisions. As such, the seismic provisions of the IBC and ASCE 7 have evolved from the NEHRP Provisions. There are many helpful documents that will provide seismic design guidance at: http://www.bssconline.org/
The starting point of the seismic section is the use of the Ss and S1 values to define the ground shaking. Some of the values you will need for South America are contained in the UFC 3-310-01.
I hope that you find this helpful.
Regards, Harold Sprague
Date: Wed, 4 Feb 2009 17:29:57 -0600
Subject: Codes comparison
The company I work for is usually asked for comparing the regulations included in the UBC-97 with those included in the local codes for several structural projects performed in Latinamerica. I wonder if these comparisons are still meaningful or should be made with the IBC 2006. I'm not aware of the serious differences that might exist between UBC and IBC. Does anybody have an opinion about this?.. it is my intend to purchase the IBC 2006... so.. I''m very interested in your comments. Thanks in advance. As ususal, excuse me for my possible language mistakes.
Ing. Benjamin Arcos Reyes
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- Codes comparison
- From: Ing. Benjamín Arcos Reyes
- Codes comparison
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