Title: +038=224.001-#####T_01-ASDO - Strekkstag - ETA.pdf
European Technical Assessment ETA-04/0038 English translation prepared by DIBt Page 6 of 15 | 29 July 2016 Z46366.16 8.06.02-89/14 Annex A A.1 Assumptions concerning design The design of the tension rod system is carried out under the following conditions: The loading is static or quasi-static according to EN 1990:2002 without need of verification of fatigue relating to EN 1993-1-9:2005. The tension rod systems are not used, when constructions are susceptible to vibrations under wind loads or wind-induced cross vibrations of the entire construction appear.2 Dimensions, material properties and screw-in lengths "ME" given in Annexes B2 to B7 are observed. The tension rod system is not subjected to systematic bending. The verification concept stated in EN 1990:2002 as well as the design values of resistance stated below are used for design. The rules given in EN 1090-2:2008, EN ISO 12944:1998 and EN 1993-1-4:2006 are taken into account. Design is carried out by the designer of the structure experienced in the