2. At a point in a steel member, major & minor principal stress is 1000 kg/cm2, and minor principal stress is compressive. If uniaxial tensile yield stress is 1500 kg/cm2, then magnitude of minor principal stress at which yielding will commence, according to maximum shearing stress theory is
2. At a point in a steel member, major & minor principal stress is 1000 kg/cm2, and minor principal stress is compressive. If uniaxial tensile yield stress is 1500 kg/cm2, then magnitude of minor principal stress at which yielding will commence, according to maximum shearing stress theory is
Chapter2: Loads On Structures
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![2. At a point in a steel member, major & minor
principal stress is 1000 kg/cm2, and minor
principal stress is compressive. If uniaxial tensile
yield stress is 1500 kg/cm2, then magnitude of
minor principal stress at which yielding wil
commence, according to maximum shearing
stress theory is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11341468-cb1f-494f-b389-aef11c3c4add%2F5b07ead8-c41b-4b60-bb4f-9762a840cde7%2Fz4zxwqn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. At a point in a steel member, major & minor
principal stress is 1000 kg/cm2, and minor
principal stress is compressive. If uniaxial tensile
yield stress is 1500 kg/cm2, then magnitude of
minor principal stress at which yielding wil
commence, according to maximum shearing
stress theory is
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