2. Design a 2.7-m single-angle tension member to support a dead tensile working load Of 130 kN and a live tensile load of 170 kN. The member is to be connected to one leg only with 22 mm dia bolts (at least four in a line, 75 mm o.c.). Assume that only one bolt is located at any one cross-section. Use A36 steel with Fy = 248 MPa and Fu = 450 MPa. Neglect block shear in checking.
2. Design a 2.7-m single-angle tension member to support a dead tensile working load Of 130 kN and a live tensile load of 170 kN. The member is to be connected to one leg only with 22 mm dia bolts (at least four in a line, 75 mm o.c.). Assume that only one bolt is located at any one cross-section. Use A36 steel with Fy = 248 MPa and Fu = 450 MPa. Neglect block shear in checking.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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