Stress analysis Considering the equilibrium of an triangular plate element Set the coordinate systems as in the diagram. we have the equilibrium equations ∑Fa=0and∑F1=0
Considering the equilibrium of an triangular plate element Set the coordinate systems as in the diagram, we have the equilibrium equations: F =0 and FT =0 Stress analysis
A 0 Acoso T Asin e
T
135 45
135