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20. Design a 2.7m single-angle tension member to support a dead tensile working load of 133 kN and a live tensile working load of 178 kN. The member is to be connected to one leg only with 22mm bolts (at least four in a line 75 mm on center). Assume that only one bolt is to be located at any one cross section. Use A36 steel with Fy=248 MPa and Fu=400 MPa).

20. Design a 2.7m single-angle tension member to support a dead tensile working load of 133 kN and a live tensile working load of 178 kN. The member is to be connected to one leg only with 22mm bolts (at least four in a line 75 mm on center). Assume that only one bolt is to be located at any one cross section. Use A36 steel with Fy=248 MPa and Fu=400 MPa).

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.12.2P
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20. Design a 2.7m single-angle tension member to support a dead tensile working load of 133 kN and a live tensile working load of 178 kN. The member is to be connected to one leg only with 22mm bolts (at least four in a line 75 mm on center). Assume that only one bolt is to be located at any one cross section. Use A36 steel with Fy=248 MPa and Fu=400 MPa).
Transcribed Image Text:20. Design a 2.7m single-angle tension member to support a dead tensile working load of 133 kN and a live tensile working load of 178 kN. The member is to be connected to one leg only with 22mm bolts (at least four in a line 75 mm on center). Assume that only one bolt is to be located at any one cross section. Use A36 steel with Fy=248 MPa and Fu=400 MPa).
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