where pA and pB are the hydrostatic stresses at points A and B, respectively. Finally, the unknown parameter Cn is given by [32]Cn=(pA−pB)[A+B(ε¯AB)n]2kABnB(ε¯AB)n In Oxley's theory, the angle θ made by the resultant force FR with AB is expressed as [33]tanθ=1...
Resultant Force Due to Hydrostatic Pressure I've got a question concerning the resultant force due to hydrostatic pressure. I understand how to calculate an object with uniform dimensions as depth (and pressure) increase. But I got thrown a serious curve ball on a Statics test. The situation...
2. Determine the coordinate direction angle \alpha of the resultant force. 3. Determine the coordinate direction angle \beta of the resultant force a) Determine the magnitude of the resultant force. b) Determine the coordinate direction angle \alpha of the resultant force. c) Determine ...