. "12"^^ . "*Statistick\u00E9 vyhodnocen\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek a stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti na z\u00E1klad\u011B t\u011Bchto zkou\u0161ek u vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou patkou v\u00FD\u0161ky 600 mm"@cs . "2"^^ . . "RIV/68407700:21610/12:00217002!RIV14-MSM-21610___" . "21610" . . "*Statistick\u00E9 vyhodnocen\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek a stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti na z\u00E1klad\u011B t\u011Bchto zkou\u0161ek u vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou patkou v\u00FD\u0161ky 600 mm" . . "Praha" . "*Zpr\u00E1va uv\u00E1d\u00ED statistick\u00E9 zpracov\u00E1n\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek p\u011Bti vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou monolitickou patkou v\u00FD\u0161ky 600 mm, a to v\u010Detn\u011B stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti tohoto typu sloupku PHS podle P\u0159\u00EDlohy D \u010CSN EN 1990. Sloupky vyr\u00E1b\u00ED spole\u010Dnost SMP CZ, a.s." . . . "*Statistical evaluation of the results of the load bending tests and the determination of the design value of the bending load capacity on the basis of these tests on fiber reinforced prestressed pillars of noise barriers, type %22 B%22 with teh base foot of height 600 mm"@en . "RIV/68407700:21610/12:00217002" . "171200" . . . "*Statistical evaluation of the results of the load bending tests and the determination of the design value of the bending load capacity on the basis of these tests on fiber reinforced prestressed pillars of noise barriers, type %22 B%22 with teh base foot of height 600 mm"@en . "[39C267BCD331]" . "N" . . "SMP CZ, a.s." . "*Zpr\u00E1va uv\u00E1d\u00ED statistick\u00E9 zpracov\u00E1n\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek p\u011Bti vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou monolitickou patkou v\u00FD\u0161ky 600 mm, a to v\u010Detn\u011B stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti tohoto typu sloupku PHS podle P\u0159\u00EDlohy D \u010CSN EN 1990. Sloupky vyr\u00E1b\u00ED spole\u010Dnost SMP CZ, a.s."@cs . . . "*Statistick\u00E9 vyhodnocen\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek a stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti na z\u00E1klad\u011B t\u011Bchto zkou\u0161ek u vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou patkou v\u00FD\u0161ky 600 mm"@cs . . . "*The report presents the results of statistical processing of the load bending tests of five fiber reinforced prestressed pillars of noise barriers, type %22 B%22 with monolithic base foot of height 600 mm, including the determination of the design values of the bearing capacity of this type of noise barrier pillar according to Appendix D of EN 1990. Pillars produced by the company SMP CZ, a.s."@en . "bending tests; fiber reinforced; prestressed; noise barrier pillars"@en . . "*Statistick\u00E9 vyhodnocen\u00ED v\u00FDsledk\u016F zat\u011B\u017Eovac\u00EDch ohybov\u00FDch zkou\u0161ek a stanoven\u00ED n\u00E1vrhov\u00E9 hodnoty ohybov\u00E9 \u00FAnosnosti na z\u00E1klad\u011B t\u011Bchto zkou\u0161ek u vl\u00E1knobetonov\u00FDch p\u0159edpjat\u00FDch sloupk\u016F PHS typu \u201CB\u201C se z\u00E1kladovou patkou v\u00FD\u0161ky 600 mm" . . "Kol\u00E1\u0159, Jan" . . "Kol\u00EDsko, Ji\u0159\u00ED" . "2"^^ . .