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Top- and seat-angle with double web-angle connection

C1 = 1.50 X 10-3 C2 = 5.60 X 10-3 C3 = 4.35 X 10-3 K = d-1 287ta-1 128tc-0415/a-0. 694(g - 0 . 54)1

Extend end-plate connection without column stiffeners

Extended end-plate connection with column stiffeners

C1 = 2.60 X 10-C2 = 5.36 X 102 C3 = 1.31 X 107 K = dg-2 . 4C°. 6

T-stub connection jTil II' I T

Il II II I

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