The Florida Department of Transportation has released a report that explains a three-phase experimental study of sign and signal structures. Phase 1 utilizes direct shear methodology to establish relationships between stand-off distance and ultimate steel shear strength, phase 2 contains torsion tests of ungrouted and grouted circular groups, and phase 3 comprises four full-scale tests.
Steel Shear Strength of Anchors with Stand-Off Base Plates
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