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06:49 Nov 11, 2008 |
English to French translations [PRO] Nuclear Eng/Sci | |||||
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| Selected response from: FX Fraipont (X) Belgium Local time: 08:36 | ||||
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4 +2 | [caisson] en coupe |
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[caisson] en coupe Explanation: "SECTION THROUGH CAISSON @ 6'-8" O/C SPACING 6' HIGH WALL SYSTEM SITE WALL DESIGN CRITERIA: FOR 70 MPH WIND @ EXP C 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS AND SMALLER & GRADE 60 FOR #5 AND LARGER 5. SEISMIIC - ZONE 4, 10 KM FROM TYPE B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION REQ." http://www.orco.com/OWS/6high_wssw.pdf |
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