A steel tie rod (16-100 mm) has been spliced using a crosswise thicker plate at 45...

   

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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 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

Answer rating: 100% (QA)

To check the bearing capacity of the fillet welds in this steel tie rod configuration we need to make some calculations based on the information and d... View the full answer