Copyright © Philip M. Parker, INSEAD. Terms of Use.
| Domain | Definition |
Building & Civil Engineering | The embedded length required to transfer the maximum prestress which the freeing of the ends of the tendon, initially stressed to 0. 8 RmG, can develop in the concrete, when the initial force in the steel(Pi)distributed over the concrete section(B)gives a stress of 15 MPa and the strength of the concrete in compression at the time of transfer, is 25, 40 or 50 MPa respectively, for normal steels and for high bond steels. Source: European Union. (references) |
Source: compiled by the editor from various references; see credits. | |
Hexadecimal (or equivalents, 770AD-1900s) (references)43 4F 4E 56 45 4E 54 49 4F 4E 41 4C 42 4F 4E 44 4C 45 4E 47 54 48 4C 53 |
| Leonardo da Vinci (1452-1519; backwards) (references)
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Binary Code (1918-1938, probably earlier) (references)01000011 01001111 01001110 01010110 01000101 01001110 01010100 01001001 01001111 01001110 01000001 01001100 00100000 01000010 01001111 01001110 01000100 00100000 01001100 01000101 01001110 01000111 01010100 01001000 00100000 01001100 01010011 |
HTML Code (1990) (references)C O N V E N T I O N A L   B O N D   L E N G T H   L S |
ISO 10646 (1991-1993) (references)0043 004F 004E 0056 0045 004E 0054 0049 004F 004E 0041 004C 0042 004F 004E 0044 004C 0045 004E 0047 0054 0048 004C 0053 |
Encryption (beginner's substitution cypher): (references)374948563948544349483546236494838246394841544224653 |
| 1. Orthography 2. Bibliography |
Copyright © Philip M. Parker, INSEAD. Terms of Use.
