| LDR | 01352nam a2200289Ia 4500 | ||
| 001 | 102569523 | ||
| 003 | MiAaHDL | ||
| 005 | 20190326000000.0 | ||
| 006 | m d | ||
| 007 | cr bn ---auaua | ||
| 008 | 990331s1996 ksua t s000 0 eng d | ||
| 027 | ⊔ | ⊔ | ‡aFHWA-KS-96/1 |
| 035 | ⊔ | ⊔ | ‡asdr-ucbk.b11554527x |
| 040 | ⊔ | ⊔ | ‡aCU-IT ‡cCU-IT |
| 035 | ⊔ | ⊔ | ‡a(OCoLC)41083085 |
| 245 | 0 | 0 | ‡aEvaluation of prestress cable strain in multiple beam configurations / ‡cby Jeffrey A. Frantzen ... [et al.] |
| 260 | ⊔ | ⊔ | ‡a[Topeka] : ‡bKansas Dept. of Transportation, [Bureau of Materials and Research ; ‡aSpringfield, Va. : ‡bAvailable through the National Technical Information Service, ‡c1996] |
| 300 | ⊔ | ⊔ | ‡aiv, 20 p. : ‡bill. ; ‡c28 cm. |
| 500 | ⊔ | ⊔ | ‡a"August 1996." |
| 513 | ⊔ | ⊔ | ‡aFinal report. ‡b1991-1996. |
| 536 | ⊔ | ⊔ | ‡aPerformed by the Kansas Dept. of Transportation, Materials and Research Center, Research Unit, and sponsored by the Federal Highway Administration under ‡dSPR Study 73-1 |
| 538 | ⊔ | ⊔ | ‡aMode of access: Internet. |
| 650 | ⊔ | 0 | ‡aStrains and stresses. |
| 650 | ⊔ | 0 | ‡aTendons (Prestressed concrete) |
| 650 | ⊔ | 0 | ‡aPrestressed concrete beams ‡xTesting. |
| 700 | 1 | ⊔ | ‡aFrantzen, Jeffrey A. |
| 710 | 1 | ⊔ | ‡aKansas. ‡bDepartment of Transportation. ‡bBureau of Materials & Research. |
| CID | ⊔ | ⊔ | ‡a102569523 |
| DAT | 0 | ⊔ | ‡a19190314000000.0 ‡b20190326000000.0 |
| DAT | 1 | ⊔ | ‡a20190326090719.0 ‡b2024-05-22T17:40:16Z |
| DAT | 2 | ⊔ | ‡a2024-05-22T17:30:02Z |
| CAT | ⊔ | ⊔ | ‡aSDR-UCBK ‡dIII - MILLENIUM ‡lprepare.pl-004-008 |
| FMT | ⊔ | ⊔ | ‡aBK |
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| 974 | ⊔ | ⊔ | ‡bUC ‡cUCBK ‡d20240522 ‡sgoogle ‡uuc1.c101059452 ‡y1996 ‡ric ‡qbib ‡tUS bib date1 >= 1930 |