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Structural Analysis of HSS Base Plate by Rohit Singh is a document available to read on EtoBox.

A column is subjected to vertical and horizontal shear forces as well as a bending moment. The column is an HSS12x12x1/4 steel tube with A572 Gr C steel. It is connected to a 1.25 in thick A36 steel base plate measuring 22x22 in using four 1.25 in diameter bolts spaced 18 in apart. The bolts experience a maximum tension of 32.6 kips due to the applied moment of 81.4 kip-ft. The required base plate thickness is calculated as 1.23 in, which is less than the provided thickness of 1.25 in.

Author

Rohit Singh

Language

EN