pricklyPete
Structural
- May 14, 2004
- 25
In the 1983 AISC article "Design of Headed Anchor Bolts" by Shipp and Haninger, it states:
"Where plain bars are used, the equivalent anchorage may be accomplished by threading the embedded end of the bar and using one heavy hex nut with bolt threads "staked" at two places below the heavy hex nut"
What does "staked" mean in the application?
"Where plain bars are used, the equivalent anchorage may be accomplished by threading the embedded end of the bar and using one heavy hex nut with bolt threads "staked" at two places below the heavy hex nut"
What does "staked" mean in the application?