Question: In a typical center cracked beam: table [ [ Load , K , Geometrical Properties ] , [ N , Mpa'm ^ 0 .

In a typical center cracked beam:
\table[[Load,K,Geometrical Properties],[N,Mpa'm^0.0.5,W (cm),7,62],[-5,6241059,0,002476831,S(cm),30,48],[-6,5435638,0,002881756,B(cm),5,08],[-6,5435638,0,002881756,E(MPa),200000],[-6,0838351,0,002679293,,],[-7,0032916,0,003084218,,],[-8,085728,0,003591766,,],[-6,5435638,0,002881756,,],[-7,0032916,0,003084218,,],[-6,5435638,0,002881756,,],[-2,8657362,0,001262057,,],[-2,4060078,0,001059595,,5],[-2,8657362,0,001262057,,],[-808,5728,0,356091766,,]]
Calculate Eracture Toughess for a=2,3,4 and 5mm yalues.
In a typical center cracked beam: \ table [ [

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