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Situation 2 A gusset plate is connected to a main member with four A325 bolts with threads excluded from shear plane are used in standard holes. Determine the forces acting on the most critical bolt and its utilization ratio for shearing failure. Given: Pu = 55 kN e = 225 mm X = 150 mm Y = 250 mm Diameter of bolts = 16 mm Required: 1. Shear force acting on the most critical bolt due to direct shear (Q₁) kN 2. Horizontal component of the shear force acting on the most critical bolt due to torsion (Qmx) KN. 3. Vertical component of the shear force acting on the most critical bolt due to torsion (Qmy) kN. 4. Total shear force acting on the most critical bolt (V.) kN 5. Utilization ratio of the connection based on bolt shearing failure. X Pu

Situation 2 A gusset plate is connected to a main member with four A325 bolts with threads excluded from shear plane are used in standard holes. Determine the forces acting on the most critical bolt and its utilization ratio for shearing failure. Given: Pu = 55 kN e = 225 mm X = 150 mm Y = 250 mm Diameter of bolts = 16 mm Required: 1. Shear force acting on the most critical bolt due to direct shear (Q₁) kN 2. Horizontal component of the shear force acting on the most critical bolt due to torsion (Qmx) KN. 3. Vertical component of the shear force acting on the most critical bolt due to torsion (Qmy) kN. 4. Total shear force acting on the most critical bolt (V.) kN 5. Utilization ratio of the connection based on bolt shearing failure. X Pu

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.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.6.4P
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Situation 2 A gusset plate is connected to a main member with four A325 bolts with threads excluded from shear plane are used in standard holes. Determine the forces acting on the most critical bolt and its utilization ratio for shearing failure. Given: Pu= 55 kN e = 225 mm X = 150 mm Y = 250 mm Diameter of bolts = 16 mm Required: 1. Shear force acting on the most critical bolt due to direct shear (Q₁) kN 2. Horizontal component of the shear force acting on the most critical bolt due to torsion (Qmx) KN. 3. Vertical component of the shear force acting on the most critical bolt due to torsion (Qmy) kN. 4. Total shear force acting on the most critical bolt (V₁) KN 5. Utilization ratio of the connection based on bolt shearing failure. X Pu
Transcribed Image Text:Situation 2 A gusset plate is connected to a main member with four A325 bolts with threads excluded from shear plane are used in standard holes. Determine the forces acting on the most critical bolt and its utilization ratio for shearing failure. Given: Pu= 55 kN e = 225 mm X = 150 mm Y = 250 mm Diameter of bolts = 16 mm Required: 1. Shear force acting on the most critical bolt due to direct shear (Q₁) kN 2. Horizontal component of the shear force acting on the most critical bolt due to torsion (Qmx) KN. 3. Vertical component of the shear force acting on the most critical bolt due to torsion (Qmy) kN. 4. Total shear force acting on the most critical bolt (V₁) KN 5. Utilization ratio of the connection based on bolt shearing failure. X Pu
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