| 000 | 00663 a2200253 4500 | ||
|---|---|---|---|
| 001 | 246441 | ||
| 020 | _a978-0-309-11747-0 | ||
| 041 | _aeng | ||
| 080 | _aLTRB NCHRP R 603 : 2008 | ||
| 245 | _aTransfer, development, and splice length for strand/reinforcement in high-strength concrete | ||
| 250 | _a | ||
| 260 | _aWashington, D.C. | ||
| 260 | _bTransportation Research Board | ||
| 260 | _c2008 | ||
| 300 | _a122 p. | ||
| 300 | _c28 cm | ||
| 856 | _u | ||
| 490 | _aTRB NCHRP R 603 : 2008 | ||
| 700 | _a | ||
| 650 | _a | ||
| 650 | _aCivil | ||
| 650 | _aAASHTO LRFD bridge design specifications, Bridge design, Concrete strengths upto 15ksi | ||
| 942 | _cPP | ||
| 942 | _2UDC | ||
| 999 |
_c201623 _d201623 |
||