1- A double angle section with unequal legs (200x100×12), long legs back to back is connected to a guesst plate with a thickness of 10 mm using bolt connection, as given in figure 1. Slip is not permitted. Design the connection when service dead load is (0.9X) kN and service live load is (2X) kN. All structural steel is S275 (f= 275 MPa and fa= 370MPA). Provide a complete sketch showing all information needed for the fabrication of the connection. X=940

1- A double angle section with unequal legs (200x100×12), long legs back to back is connected to a guesst plate with a thickness of 10 mm using bolt connection, as given in figure 1. Slip is not permitted. Design the connection when service dead load is (0.9X) kN and service live load is (2X) kN. All structural steel is S275 (f= 275 MPa and fa= 370MPA). Provide a complete sketch showing all information needed for the fabrication of the connection. X=940

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 7.7.3P

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