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9520-00-966-0198
Structural Beam
9520009660198 009660198 QQS741
A structural shape fabricated from a ferrous or nonferrous material and resembles the following cross-sectional forms: For the letter H, both flanges of the H section are equal or longer than the width measured along the axis of the web; for the letter I, a 16 2/3 percent slope on the inside face of the ferrous type flange, either one or both of the nonferrous type flanges are shorter than the length measured along the axis of the web; for the letters T and Z, on nonferrous type, the web is usually at right angles to the flanges. Letter H section may have a maximum of 5 percent slope on the inside face of the flanges. View more Structural Beam
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Restrictions 9520-00-966-0198
9520-00-966-0198 is a Structural Beam that does not have a nuclear hardened feature or any other critical feature such as tolerance, fit restriction or application. This item is considered a low risk when released from the control of the Department of Defense. The item may still be subject to the requirements of the Export Administration Regulations (EAR) and the Code of Federal Regulations (CFR). This item is not suspected to be hazardous. This item does not contain a precious metal.
End Users 9520-00-966-0198
- NASA (G900)
- Effective Date:
- 1 Apr 1991
Approved Sources 9520-00-966-0198
- Part Number
- Manufacturer
- Status
- QQS741
- Manufacturer
- 81348 - Federal Specifications Promulgated (Active)
- Incomplete Standard
- Incomplete Standard
Datasheet 9520-00-966-0198
- Characteristic
- Specifications
- Fabrication Method [AARN]
- Specifications
- Any Acceptable
- Material [MATT]
- Steel,Astm A36
- Length [ABRY]
- 20.000 Feet Nominal
- Overall Height [ABKW]
- 3.000 Inches Nominal
- Top Flange Width [BQJG]
- 3.000 Inches Nominal
- Weight Per Unit Measure [BRFD]
- 6.700 Pounds Per Linear Foot
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Freight Information 9520-00-966-0198
9520-00-966-0198 has freight characteristics.. 9520-00-966-0198 has a variance between NMFC and UFC when transported by rail and the description should be consulted.