Page 158 - Handbook of Structural Steel Connection Design and Details
P. 158
Design of Connections for Axial, Moment, and Shear Forces
Figure 2.46 Single-plate (shear tab) gravity axis configuration.
(Courtesy of Kloiber and Thornton, with permission from ASCE.)
Figure 2.47 Eccentric shear end
plate gravity axis configuration.
(Courtesy of Kloiber and Thornton,
with permission from ASCE.)
Figure 2.48 Eccentric shear end
plate for high skew. (Courtesy of
Kloiber and Thornton, with per-
mission from ASCE.)
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