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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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1- A double angle section with unequal legs (200×100×12), 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 f= 370MPA). Provide a complete sketch showing all information needed for the fabrication of the connection. t X=940
Transcribed Image Text:1- A double angle section with unequal legs (200×100×12), 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 f= 370MPA). Provide a complete sketch showing all information needed for the fabrication of the connection. t X=940
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