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A PL38mm X 247 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 23 mm. The pitch and gage of the holes are 55 mm and 73 mm, respectively. The yield strength of the steel is 268 MPa while the ultimate tensile strength of the steel is 410 MPa. Determine the allowable (ASD) tensile strength of the tension member in kN. Neglect block shear. P H E G D A B P

A PL38mm X 247 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 23 mm. The pitch and gage of the holes are 55 mm and 73 mm, respectively. The yield strength of the steel is 268 MPa while the ultimate tensile strength of the steel is 410 MPa. Determine the allowable (ASD) tensile strength of the tension member in kN. Neglect block shear. P H E G D A B P

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 5.2.1P
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A PL38mm X 247 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 23 mm. The pitch and gage of the holes are 55 mm and 73 mm, respectively. The yield strength of the steel is 268 MPa while the ultimate tensile strength of the steel is 410 MPa. Determine the allowable (ASD) tensile strength of the tension member in kN. Neglect block shear. P H E G D A B P
Transcribed Image Text:A PL38mm X 247 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 23 mm. The pitch and gage of the holes are 55 mm and 73 mm, respectively. The yield strength of the steel is 268 MPa while the ultimate tensile strength of the steel is 410 MPa. Determine the allowable (ASD) tensile strength of the tension member in kN. Neglect block shear. P H E G D A B P
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