Hi,
I am trying to learn how to calculate welds. I want to weld a plate to a flange With butt welds. Plate thickness 5 mm, flange 6 mm. Height of plate 120 mm, Width of flange 43 mm. Total length 450 mm. Plate is fixed at both ends leading to a shear force of w*l/2 and moment of w*l^2/12.
The...
If kappa is on the horizontal axis and radii/length is on the vertical I assume that you are referring to radii/length. I assumed the same at first.
Using the values for r/L and following that procedure I get a kappa of approx 0.053. In comparison to the rectangular cross section the moment...
Hi,
I am using this report as the basis for a tank I am dimensioning. I was wondering if someone could help me understand the graph on page 69 in the report (rectangular tank curved corners).
I have a height/length ratio of 1,0. My radii/length ratio is 0,22. How do I find the value kappa...