GATE Civil Engineering (CE) 2020 Shift 2 Solved Paper

Two steel plates are lap jointed in a workshop using $6\mathit{m}\mathit{m}$ thick fillet weld as shown in the figure (not drawn to the scale). The ultimate strength of the weld is $410\mathit{M}\mathit{P}\mathit{a}$.As per Limit State Design of IS $800:2007$, the design capacity (in $\mathit{k}\mathit{N}$, round off to three decimal places) of the welded connection, is