| John Fleetwood BakerPlastic TheoryJohn Baker demonstrated the difference between elastic and plastic behaviour 
        of steel beams by simple experiments. By working to the point of plastic collapse, designers were asked to 
        think differently about structures. Very simplistically, instead of working out what the loads on a structure 
        are likely to be and then making that structure twice as strong (elastic 
        design) designers worked out what load would make them collapse, and then 
        make them able to withstand twice that load. Elastic theory does not accurately model the stresses in real buildings 
        because the equations are very sensitive to small anomalies in a real 
        structure. Thus a small settling of the foundations or a slight error 
        in the manufacture of the length of a steel girder can give very different 
        stresses to those calculated. That is why Baker considered elastic solutions 
        not to be a proper design tool for structural frames.  
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