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The stability of steel storage racks, which are often unbraced, may depend solely on the pallet beam to upright connector and on the stiffness of the base plate to floor connection.
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The correction factor corresponding to upright and lip connector (Table 6) was applied to the combination of the connection and the corrected moment rotation curve was generated.
The profile A upright with 3 tab connector is tested with the beam depth of 75 mm.
The profile A upright with 4 tab connector is tested with 4 different beam depths of 87.5, 100, 110 and 125 mm.
The profile B upright with 4 tab connector is tested with 4 different beam depths of 87.5, 100, 110 and 125 mm.
The profile B upright with 3 tab connector has three different thicknesses of 1.8, 2.0 and 2.5 mm and beam depth of 75 mm.
But for 1.8 mm upright with 5 tab connector, the moment capacity and the joint stiffness is observed to be increasing for beam depth from 150 to 175 mm.
Totally four tests are conducted on profile A uprights with 5 tab connector which consists of two different beam depths of 150 and 175 mm.
Totally, six set of tests are conducted on profile B uprights with 5 tab connector which consists of two different beam depths of 150 and 175 mm.
In storage racks, portal beams are typically connected to uprights by "tab connectors", which are costly to manufacture and experience initial looseness.
Three tension coupons are fabricated for upright and the beam end connector with various depths.
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