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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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb6d3b4c5-e62f-4d2a-93b4-92891b915748%2F6ee4c086-0712-4d90-988e-a05bc71afa9e%2Fg9ngqi_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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.
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