Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > GATE Civil Engineering (CE) 2025 Mock Test Series > Test: Theory of Columns - 2 - Civil Engineering (CE) MCQ
Test: Theory of Columns - 2 - Civil Engineering (CE) MCQ
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6 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Theory of Columns - 2
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Test: Theory of Columns - 2 - Question 1
The rectangular column shown in the figure below carries a load P having eccentricities ‘ex’ and ' ey ’ along the x-axis and y-axis respectively. The stress at any point (*, y) is given by
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Test: Theory of Columns - 2 - Question 2
Euler’s formula for a mild steel long column hinged at both end is not valid for slenderness ratio
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Test: Theory of Columns - 2 - Question 3
The buckling load for a column pinned at both ends is 10kN. If the ends are fixed, the buckling load changes to
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= 4 x 10 = 40kN
Test: Theory of Columns - 2 - Question 4
The radius of gyration of a rectangular section (depth d, width b) from a centroidal axis parallel to the width is
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Test: Theory of Columns - 2 - Question 5
For no tension in column of diameter D, the eccentricity of the compressive load must be less than
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Test: Theory of Columns - 2 - Question 6
The Rankine constant in the formula for axial loads on column made of material of crushing strength fc and modulus of elasticity E is
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