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2. At a point in a rock layer underground, the vertical and horizontal principal stresses are 120 kN/m2 and 46 kN/m2 (both in
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OA ơi-q--46 KNIm given data Qfo.mchisarche NOTE assomu guan verticas horigentad sssare principal sh e(e She tve m-[AointingY-pk x-Planu ess Vae (Nomagnitudt) centan - AB620 -33 2 [dona cons idan magnitut ito-46 maxium shear in mohis aircl ou be RaOP OP Radlius 37

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