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4� <br />j <br />2 <br />Fj <br />RA <br />0 0.2 a4 <br />Figure 15-4 <br />(NCB, 1975) <br />0.6 0.8 1.0 1.2 1.4 <br />�h <br />Graph for predicting maximum slope and strain <br />for various width /depth ratios of panel. <br />SLOPE <br />4— <br />PV <br />COMMESSI <br />0 0.2 a4 <br />Figure 15-4 <br />(NCB, 1975) <br />0.6 0.8 1.0 1.2 1.4 <br />�h <br />Graph for predicting maximum slope and strain <br />for various width /depth ratios of panel. <br />