fischer fixing-systems main-catalogue Page 176
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Post-installed rebar connections · Chemical fixings Loads Injection systems FIS EM Plus, FIS SB, FIS V Plus or FIS VS Plus LOW SPEED with reinforcing steel B500B5) in accordance with rebar theory Design resistances and permissible loads¹) 6) of single, post-installed rebars in cracked or non-cracked normal concrete of the strength class C20/25²). Reinforcing steel B500B Basic value for the anchorage length for FIS EM Plus Basic value for the anchorage length for FIS SB fyk / fuk = 500 / 540 N/mm² 3 Basic value for the anchorage length for FIS V Plus FIS VS Plus LOW SPEED Maximum anchorage depth Maximum design resistance for acial tensile load Maximum permissible tensile load lb,rqd4) lb,rqd4) lb,rqd4) lV,max NRd,s³) Nzul,s³) Type [mm] [mm] [mm] [mm] [kN] [kN] Ø 8 mm 378 378 378 1800 (3000)8) 21.9 15.6 Ø 10 mm 473 473 473 1800 (3000)8) 34.1 24.4 Ø 12 mm 567 567 567 1800 (3000)8) 49.2 35.1 Ø 14 mm 662 662 662 1800 (3000)8) 66.9 47.8 Ø 16 mm 756 756 756 1800 (3000)8) 87.4 62.4 Ø 20 mm 945 945 945 1800 (3000)8) 136.6 97.6 Ø 22 mm7) 1040 – – 2000 165.3 118.1 Ø 24 mm7) 1134 – – 2000 196.7 140.5 Ø 25 mm 1181 1181 1181 2000 (3000)8) 213.4 152.4 Ø 26 mm7) 1229 – – 2000 230.8 164.9 Ø 28 mm 1323 1323 1323 2000 (3000)8) 267.7 191.2 Ø 30 mm7) 1418 – – 2000 307.3 219.5 Ø 32 mm9) 1512 1512 – 2000 (3000)8) 349.7 249.8 Ø 34 mm7) 1607 – – 2000 394.7 282.0 Ø 36 mm7) 1701 – – 2000 442.6 316.1 Ø 40 mm7) 1890 – – 2000 546.4 390.3 For planning and design the complete European Technical Assessments ETA-17/1056 (FIS EM Plus), ETA-13/0651 (FIS SB) or resp. ETA-20/0728 (FIS V Plus und FIS VS Plus LOW SPEED) have to be considered. For determination of the installation parameters (minimum concrete cover distances, etc.) as well as required transverse reinforcement see EN 1992-1-1 and general installation rules of the assessments. ¹) The partial safety factors for resistance taken from the European standard EN 1992-1-1 as well as a partial safety factor for action of γL = 1.4 are considered. ²) The ETAs for FIS EM Plus, FIS SB, FIS V Plus and FIS V Plus LOW SPEED permit post-installed rebar connections in concrete C12/15 up to C50/60. The above mentioned basic value for anchorage length changes depending on the relevant concrete strength class. ³) For utilisation of the full steel capacity. 4) Basic value of the anchorage length in accordance with EN 1992-1-1, section 8.4.3 for concrete strength class C20/25 and good bond conditions. 5) All reinforcing steels with characteristic yield strength fyk = 400 - 600 N/mm² in accordance with EN 1992-1-1 Annex C, Table C.1 and C.2N. The above-mentioned basic value for the anchorage length as well as maximum steel resistance (see footnote 3) will change accordingly. 6) With FIS EM Plus, FIS SB, FIS V Plus or FIS VS Plus LOW SPEED post-installed rebars are approved in dry or wet concrete with temperatures up to +50 °C (resp. short term up to +80 °C) and drill hole cleaning in accordance with ETA. 7) Only FIS EM Plus. 8) Values in brackets apply for FIS SB. 9) Only FIS EM Plus or FIS SB. member edge ≤4ø l0 1) ≤ 4 ø 1) c ≥ cmin c ≥ cmin ≥5ø ≥ 50 mm ø c1 l0 c1 lV lV post-installed rebar post-installed rebar 1) 176 d0 If the clear distance of the lapped bars is larger than 4 x ø, EC2 must be applied.
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