The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the = 18.4°, a = 6, and b = 2. Using the equilibrium (-) point are Sx = 25 MPa, Sy = 26 MPa, and Sxy= 26 MPa. Assume ß = tan-¹ equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and (magnitude only) at this point on the inclined plane shown. Sxy Answers: Sx
The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the = 18.4°, a = 6, and b = 2. Using the equilibrium (-) point are Sx = 25 MPa, Sy = 26 MPa, and Sxy= 26 MPa. Assume ß = tan-¹ equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and (magnitude only) at this point on the inclined plane shown. Sxy Answers: Sx
Chapter2: Loads On Structures
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
Transcribed Image Text:The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the
-1
= tan
¹ (²-) =
= 18.4°, a = 6, and b = 2. Using the equilibrium
point are Sx = 25 MPa, Sy = 26 MPa, and Sxy = 26 MPa. Assume
equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and T (magnitude only) at
this point on the inclined plane shown.
Sxy
Answers:
MPa.
MPa, T = i
0 =
i
Sx
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