Hello all,
Consider a Flat plate, with a plate Normal to it fillet welded on both sides. Assume the Normal plate is loaded in pure shear (load applied parallel to the base plate, no bending).
When checking the base metal strength of the "flat" plate, do you consider the size of the fillet...
What safety factors and strength reduction factors (applied to the ultimate strength) do you use for shackles and turnbuckles that will be permanently installed in a structure?
I tried searching for his but did not find anything. I am performing a conversion of a design from metric to english/imperial and I cannot find anything to explicitly tell me the bar size of spiral/helical reinforcement in a cylindrical footing. The callout is as follows:
4-N16 vertical
R6...
