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n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer? for Mechanical Engineering 2024 is part of Mechanical Engineering preparation. The Question and answers have been prepared
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the Mechanical Engineering exam syllabus. Information about n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer? covers all topics & solutions for Mechanical Engineering 2024 Exam.
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n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer?, a detailed solution for n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer? has been provided alongside types of n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice n a strained material, normal stresses on two mutually perpendicular planes are σx and σy (both alike) accompanied by a shear stress τxy, one of the principal stresses will be zero, only if,a) τxy =b) τxy = √σx × σyc) τxy = σx × σyd) τxy =√σx2 × σy2Correct answer is option 'B'. Can you explain this answer? tests, examples and also practice Mechanical Engineering tests.