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The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane is
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The normal and tangential components of stress on an inclined plane through θ° to the direction of the force will be equal if θ° is
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According to the maximum strain energy theory, yield locus is
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The ratio of tangential and normal components of a stress on an inclined plane through θ° to the direction of the force is
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At a point in a strained material, if two mutually perpendicular tensile stresses of 2000 kg/cm2 are acting, then the intensity tensile stress on a plane inclined at 15degree to the axis of the minor stress will be
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In a Mohr’s circle of σ- Ԏ plane (σ= normal stress, Ԏ = shear stress), the vertical diameter represents.
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In case of biaxial stress, the maximum value of shear stress is given by
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The plane carrying maximum shear stress are
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The maximum deflection of a simply supported beam of span L carrying an isolated load at the center of the span, flexural rigidity being EI is
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The ratio of the maximum deflection of a simple supported beam with a central load W and of a cantilever of same length with a load W at its free end is
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