Ha mrock 2.75a For Xstress = 20.0,Ystre ss = -20.0, XYS he a r = 10.0, Angle = -13.28°, Stre ss1 = 22.36, S tre ss2 = 0.00, Stre ss3 = -22.36, S he a rMa x = 22.36X,-TY,T-25-20-15-10-50510152025-25 -20 -15 -10 -5 0 5 10 15 20 25Face StressesShear StressHa mrock 2.75c For Xstress = 50.0,Ystress = -50.0, XYShea r = 0.0, Angle = 0.00°, Stress1 = 50.00, Stre ss2 = 0.00, Stress3 = -50.00, ShearMax = 50.00X,-TY,T-60-50-40-30-20-100102030405060-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60Face StressesShear StressH a m ro c k 2 .7 6b F o r Xs tre s s = 0 .0,Y s tre s s = 3 0.0 , XY S he a r = 2 0 .0 , A ng le = -63 .4 3°, S tre s s 1 = 4 0 .0 0, S tre s s 2 = 0 .0 0 , S tre ss 3 = -1 0 .0 0 , S he a rM a x = 2 5 .0 0X,-TY ,T-3 0-2 0-1 00102030-10 0 10 20 30 40 50Fa ce Stre sse sShear StressHa mrock 2.76c For Xstress = -20.0,Ystress = 40.0, XYShear = -40.0, Angle = 63.43°, Stress1 = 60.00, Stress2 = 0.00, Stress3 = -40.00, ShearMa x = 50.00X,-TY,T-60-50-40-30-20-100102030405060-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70Face StressesShear StressHa mrock 2.81 For Xstress = 10.0,Ystre ss = 24.0, XY She a r = -6.0, Angle = 69.70°, Stre ss1 = 26.22, S tress2 = 7.78, S tre ss3 = 0.00, S he a rMa x = 13.11X,-TY,T-15-10-50510150 5 10 15 20 25 30Face StressesShear
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