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 MIL-HDBK-1013/12
Table E-6
Blast Design Properties and Results
Property
Result
Frame Material
Steel
Frame Thickness
1/4 inch (6 mm)
Removable Stop Thickness
3/16 inch (5 mm)
Anchor Bolt Type
Expansion
Anchor Bolt Diameter
3/8 inch (9 mm)
Anchor Bolt Embedment
3 inches (75 mm)
Maximum Anchor Bolt Spacing: Frame
9 inches (225 mm)
Corner to Bolt
Maximum Anchor Bolt Spacing: Between
12 inches (300 mm)
Adjacent Bolts
Removable Stop Anchor Bolt Type
Shouldered
Number of Removable Stop Anchor Bolts
3 inches (75 mm)
per Side
Removable Stop Anchor Bolt Spacing:
8 inches (200 mm)
Frame Corner to Bolt
Removable Stop Anchor Bolt Spacing:
16 inches (400 mm)
Between Adjacent Bolts
Wall Thickness
6 inches (150 mm)
E.5.1.4
Environment. The windows are exposed to high humidity
and temperatures as low as 20F.
E.5.1.5
Requirements. The command will accept risks incurred
when lowering forced entry design basis threat from high to
medium.
E.5.1.6
Cost Estimate. Table E-7 presents cost data based on
local material and labor costs and life of glazings.
250
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