Exam 1: Mechanical Properties and Deformation of Materials
Exam 1: Mechanical Properties and Deformation of Materials25 Questions
Exam 2: Columns, Beams and Shear Force Diagrams25 Questions
Exam 3: Materials Mechanics and Elasticity25 Questions
Exam 4: Mechanics of Materials: Understanding Stress, Strain, and Energy Storage in Materials23 Questions
Exam 5: Moment of Inertia, Bending Moment, and Shear Force for Beams25 Questions
Exam 6: Bending Moment and Shear Force Diagrams for Beams25 Questions
Exam 7: Understanding Bending Stresses in Beams11 Questions
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3.5 m long bar is under tensile load and due to that increase in length of bar is 1.75 mm then strain =
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Euler's formula states that the buckling load P for a column of length l, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation
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The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known
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A long vertical member, subjected to an axial compressive load, is called
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It equal and opposite forces applied to a body tend to elongate it, the stress so produced is called
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If the radius of wire stretched by a load is doubled, then its Young's modulus will be
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In composite section deformation is same in both materials.
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The increase in the length of a bar of length 1 m, area 300 mm2, modulus of elasticity 2×105 N/mm2 due to a tensile load of 120 KN is .
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Maximum deflection of a cantilever due to pure bending moment M at its free end, is
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Deformation per unit length in the direction of force is known as
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The materials having same elastic properties in all directions are called
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