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Statically indeterminate structures
a. Fall into two categories:
1. Beam problems with additional supports/restraints
2. Axial bar members subjected to temperature/forces
b. Degree of indeterminacy = 3 + No. members
- (2*no. joints)
3.One additional equation is typically required.
4.Utilize compatibility (deflection equations) to solve for redundant force/moment.
Type of coating and coating to reinforcement
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