1. For biaxial stress, the planes of maximum shear are at right angles to each other and are inclined at 45° to the principal planes.



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MCQ->For biaxial stress, the planes of maximum shear are at right angles to each other and are inclined at 45° to the principal planes.....
MCQ->Consider the following statements : 1. In a member subjected to uniaxial tensile force the maximum normal stress is the external load divided by the maximum cross-sectional area. 2. When the structural member is subjected to uniaxial loading, the shear stress is zero on a plane where the normal stress is maximum. 3. In a member subjected to uniaxial loading, the normal stress on the planes of maximum shear stress is less than the maximum. Of these statements :....
MCQ->Consider the following statements : If two planes at right angles carry only shear stress of magnitude 'q', then the 1. diameter of Mohr's circle would equal 2q 2. centre of the Mohr's circle would lie at the origin 3. principal stresses are unlike and have magnitude 'q' 4. angle between the principal plane and the plane of maximum shear would be equal to 45° Of these statements :....
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