Q$(1)(25\%)$ The connection details of a $5\mathrm{.}0$ m long IPE $270$ profile are shown in the figure

below. The element is subjected to an axial tensile dead load of $P_G=150kN$ and an axial tensile

live load of $P_Q=400kN.$ The element is made of S $235$ steel $(F_y=235\frac{N}{m}{m}^2{F}_u=360\frac{N}{m}{m}^2).$

Standard circular holes will be used. Using both ASD and LRFD methods, control whether the

element is safe under the applied loads or not. Take $U=0\mathrm{.}859.$