Question: A steel tie rod (16-100 mm) has been spliced using a crosswise thicker plate at 45 angle to the direction of the tie rod,

A steel tie rod (16-100 mm) has been spliced using a crosswise thicker plate at 45 angle to the direction of the tie rod, see the figure above. The plates are connected with fillet welds a = 5 mm. Check the bearing capacity of the fillet welds. The plates have steel quality S 235 Dimensioning tensile load in the brace is P = 290 KN

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