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the mean design strength (default input value 750 psi), not the minimum 550 psi flexural strength (centerpoint) specified for opening to traffic. 750 psi (Note 1) Note 1: The design MOR is the mean design strength, not the minimum 550 psi flexural strength (centerpoint loading) specified for opening to traffic.
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This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS. Revision history RCC14 Crack Page 8/4/1999 11/26/1999 TR for crack widths ...
The most current one is Recommended Practice RP B401, Cathodic Protection Design, Det Norske Veritas Industri Norge AS, 1993. Recommended Practice RP B401, Det Norske Veritas The CP current densities are calculated for different environmental conditions and conditions of the steel ( uncoated, coated, concrete reinforcing steel, pipeline).
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Representative values for angle of internal friction (Modified from Bowles) 1. Use larger values as density increases 2. Use larger values for more angular particles 3. Use larger values for wellgraded materials Clay (CL/CH) Very Soft Soft Medium Hard Glacial Till Very Dense Loess Sand Silty Shale Silt Es 500250 100500 500 ...
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• Steel, timber, concrete (reinforced and prestressed), and masonry (brick, block, and stone). The selection of a particular material may be made based on the following. ... Short columns fail by crushing at very high stress levels that are above the elastic ... Column sections with large rvalues are more resistant to buckling.
Formwork for Concrete, 6th ed. StudsWales William "Bill" C. Epstein Associate Professor, CM Dept. Calculation Summary Cal Poly, San Luis Obispo Numbers that appear in BLUE are input by the user Numbers that appear in RED are calculated by the computer for cast in place elevated concrete slabs design of timber formwork systems
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