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What is Shear Block Design in Tension Members about?

The document provides an example solution for designing a tension member connected with bolts and welds. 1) A 3m long tension member carrying a 200kN tensile load is designed using a 75x50x10mm angle section. Calculations show the section has adequate strength for the load. 2) For bolt connection, 5 bolts are required with a pitch of 50mm and edge distance of 30mm. Strength checks consider bolt shear, bearing and net section rupture capacities. 3) For fillet weld connection, strength is governed by gr

Author

Subramani

Language

EN