| THEORY & FORMULAE |
A brittle material is one which exhibit a true strain of less than 5% at fracture and fractures suddenly. Also, the ultimate strength in compression significantly exceeds the strength in tension. Consider a brittle material subjected to known biaxial principal stresses and it is required to estimate the Safety factors. There are 3 static design theories for determining the applicable safety factors: the maximum-normal-stress theory, the Coulomb-Mohr theory and the Modified Coulomb-Mohr theory. The relevant equations are given below:
    
where
     n = factor of safety
     σ1 = maximum principal stress
     σ2 = minimum principal stress
     Sut = ultimate tensile strength of material
     Suc = ultimate compressive strength of material
All stress and yield values are given here in the same units.
The Static design diagram is a graphical representation of the failure locus for the stress state, essentially demarcating the regions where the each design theory apply.
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