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.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
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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