Hellbound
Merchant of Doom
Found some more interesting tidbits browsing that article. This listing was at the end:
(for those not following, this is the same article as my last post, found here)
(for those not following, this is the same article as my last post, found here)
Severely damaged. Frame collapse/massive destruction. Little left standing. The total destruction of most buildings would result from 10-12 PSI incident pressure, while a blast of 6-9 PSI incident pressure would produce severe damage to reinforced concrete structures and 4-7 PSI incident pressure would produce serious damage to steel framed buildings.
Heavily damaged. Major portions of the structure will collapse (over 50%). A significant percentage of secondary structural members will collapse (over 50%). Major deformation of primary and secondary structural members, but progressive collapse is unlikely. Collapse of non-structural elements.
Damaged – unrepairable. 2.3 PSI incident pressure. Some sections of the structure may collapse or lose structural capacity (10 to 20% of structure). Major deformation of non-structural elements and secondary structural members and minor deformation of primary structural members, but progressive collapse is unlikely.
Damaged – repairable. 1.8 PSI incident pressure. Minor to major deformations of both structural members and non-structural elements. Some secondary debris will be likely, but the structure remains intact with collapse unlikely. Minor deformations of non-structural elements and secondary structural members and no permanent deformation in primary structural members.
Superficially damaged. 1.1 PSI incident pressure. No permanent deformation of primary and secondary structural members or non-structural elements.
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