Apply AISC LRFD procedure to design a welded compression member composed of double standard channels, placed back-to-back, using A36 steel. Length of the member is 8m and the maximum compressive factored force is 2.5R kN. The column is fixed at the bottom and pinned at the top with no sidesway. Distance between centroids of the channels is to be 200 mm. Also design flat lacing elements to connect the two channels, considering 15mm diameter rivets.

Apply AISC LRFD procedure to design a welded compression member composed of double standard channels, placed back-to-back, using A36 steel. Length of the member is 8m and the maximum compressive factored force is 2.5R kN. The column is fixed at the bottom and pinned at the top with no sidesway. Distance between centroids of the channels is to be 200 mm. Also design flat lacing elements to connect the two channels, considering 15mm diameter rivets.

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 5.13.1P

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