Title: +038=224.001-#####T_01-ASDO - Strekkstag - ETA.pdf
1c,yS,pl0M11c,uS2MRD,cfW50LL2TTfAF Where: AS tensile stress area of the thread Wpl,S plastic section modulus of the core cross section fy,c characteristic value of the yield strength of the strut, where fy,c = ReH characteristic value of the yield strength of the strut according to product standard fu,c characteristic value of the tension resistance of the strut, where fu,c = Rm characteristic value of the tensile strength of the strut according to product standard The dimensions of T, T1, L und L1 are stated in Annexes B4 and B5. Recommended values for the partial safety factors M0 and M2 are: M0 = 1.00 for steel M0 = 1.10 for stainless steel M2 = 1.25 The design value of the compression force of struts has to be determined according to EN 1993-1-1:2005 or EN 1993-1-4:2006 considering the additional bending strength in consequence of one-sided contact of the gusset plates. In addition EN 1993-1-1:2005 or EN 1993-1-4:2006 applies for verification against buckling.