Fatigue Life of Steel Base Plate to Pole Connections for Traffic Structures
Description:
"This is a final report of an extensive experimental and analytical examination of the fatigue behavior of the welded end connection used on high-mast light structures and traffic signal masts. The weld details commonly used for these connections produce very poor fatigue performance. Their performance is a function of base plate stiffness, weld type and geometry, and number of anchor bolts. Recommended connections and their corresponding fatigue strength are given as well as recommended fabric…
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Date:
January 2011
Creator:
Stam, Andrew Philip; Frank, Karl H.; Stern, A. P.; Anderson, T. H. & Richman, N. B.
Item Type:
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Report
Partner:
UNT Libraries Government Documents Department