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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Mechanics of Materials
Authors: James M. Gere, Barry J. Goodno
7th edition
495438073, 978-0495438076
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