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b Four tab connector.
a Three tab connector.
The profile A upright with 3 tab connector is tested with the beam depth of 75 mm.
The inclinometer is placed as close to the connection to record precisely the initial slackness of the tab connector.
The similar trend is observed for the 4 tab connector specimens with the beam depths 87.5 and 100 mm.
Open image in new window Fig. 15 Effect of upright profile on M-θ behaviour for specimens with 3 tab connector Open image in new window Fig. 16 Effect of upright profile on M-θ behaviour for specimens with 4 tab connector Open image in new window Fig. 17 Effect of upright profile on M-θ behaviour for specimens with 5 tab connector.
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The failure of the different tab connectors are shown in Fig. 7.
By simply bolting the portal beams to the uprights, bolted moment connections may represent a cost-effective alternative to "tab connectors".
In storage racks, portal beams are typically connected to uprights by "tab connectors", which are costly to manufacture and experience initial looseness.
For profile A upright with constant thickness of 1.6 mm with 4 tab connectors, when increasing the beam depth from 87.5 to 110 mm, the ultimate moment increases in the range of 3 14%%.
For profile B upright with constant thickness of 1.8 mm with 4 tab connectors, with the increase in beam depth from 87.5 to 125 mm, the moment capacity increases by 14 25 % and joint stiffness increases by 5 52%%.
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