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These two connections consisted of a shear tab and a double angle connection, both reinforced with tension plates connecting the beam flanges to the column flanges.
An experimental study of block shear of coped beams with a welded clip angle connection is presented in this paper.
Seventy-two unique double angle connection configurations were investigated using 3D and 2D finite element analysis software.
This study investigates the moment rotation relationship of a double angle connection and proposes two simplified analytical models for predicting the initial stiffness and ultimate connection moment.
An extensive study is then conducted to investigate different parameters that impact the behavior of double angle connection assemblies during a fire.
An experimental study of the block shear capacity of ten full-scale coped beams with a welded clip angle connection was presented in Part I.
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These beams were connected to a restrained steel frame outside of the furnace with double angle connections.
Those shapes obtained for the multiple member connections and welded double angle connections are unpredictable.
Experimental results of double angle connections with thermally-induced loading are presented in this paper.
The two frequent angle connections including top and seat angle bolted connections with and without web angles are studied using the ANSYS finite element software.
There is lack of understanding on the response of bolted double angle connections under fire conditions.
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