Check whether the tension member shown below is able to safely carry the applied loads. Use LRFD and ASD separately. Gusset plates and welded connections are OK$.$ Calculate also the maximum length $(L_{\text{m}\text{a}\text{x}})$ preferred for this tension member.

$R_u=1000kN($required strength using LRFD load combination$)$

$R_A=500kN($required strength using ASD load combination$)$

S$275$ Steel $F_y=275$MPa,$F_u=430$MPa