Solution:Determinate structures–These are analysed just by the use of basic equilibrium equations.
• By this analysis, the unknown reactions are found for the further determination of stresses. Example–SSB, cantilever beam, single and double overhanging beams, three hinged arch.
• Indeterminate structure–These are not capable of being analysed by use of basic equilibrium equations. Example–Fixed beam, continuous beam, fixed arch, two hinged arches, portals, multistoried frames.