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• • • <br />0 <br />r <br /> 4 <br /> <br /> <br /> 3 <br /> <br /> <br />'~ <br />v\ <br />k <br /> <br /> 2 <br />j <br /> <br />j <br /> <br /> <br /> 1 <br /> <br /> <br /> <br /> <br /> <br /> 0 <br /> 0 0.2 0.4 0.6 O.B 1.0 1.2 1.4 <br /> h <br /> Figure 15-4 Graph for predicting maximum slope and strain <br /> for carious width/depth ratios of pone% <br /> (NCB, 1975) <br /> <br /> .~' <br />% ' <br />`\~ <br /> ~~ <br /> -..., <br /> <br />,.. .. <br />•• / <br /> ~ <br />'•.., <br />~ <br />;' ~,, <br />~. <br />i - .. <br /> ~. <br />~ `. <br /> <br />~ ~. <br />••.. <br /> <br />......._._. <br />........_. . <br />'--....... <br />EX7FNS10N <br />.. <br />i ~ <br />;' COMPRESSl~ ~ ~~-~~~ <br />1~ <br />