Basic Works Requirement 1: Mechanical resistance and stability

Characteristic resistance to tension load (static and quasi-static lo*g)

1 Resistance to steel failure (tension) 2.2.1 NRk,s [kN]

2 Resistance to combined pull-out and concrete failure 2.2.2 Rk [N/mm²]

3 Resistance to concrete cone failure 2.2.3 ccr,N [mm] kcr,N, kucr,N [-]

4 Edge distance to prevent splitting under load 2.2.4 ccr,sp [mm]

5 Robustness 2.2.5 inst [-]

6 Maximum setting torque moment 2.2.1.2 max Tfix [Nm]

7 Minimum edge distance and *cing 2.2.6 cmin, *in, hmin [mm]

Characteristic resistance to shear load (static and quasi-static lo*g)

8 Resistance to steel failure (shear) 2.2.7 V0

Rk,s [kN], M0

Rk,S [Nm], k7 [-]

9 Resistance to pry-out failure 2.2.8 k8 [-]

10 Resistance to concrete edge failure 2.2.9 dnom, f [mm]

Displacements under short term and long term lo*g

11 Displacements under short term and long term

lo*g 2.2.10 0, ∞ [mm or mm/(N/mm²)]

Durability

12 Durability of metal parts 2.2.11 Description

Characteristic resistance and displacements for sei*ic performance categories C1 or C2 (optional)

13 Resistance to steel failure

TR 049

NRk,s,eq, VRk,s,eq [kN]

14 Resistance to pull-out Rk,p,eq [N/mm2]

15 Fracture elongation A5 [%]

16 Factor for annular gap gap [-],

17 Displacements N,eq, V,eq [mm]

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