Strength of Materials Test Questions


Q.  In cantilever beam, slope and deflection at free end is _____

a. zero
b. maximum
c. minimum
d. none of the above


ANSWER: See Answer
 
No explanation is available for this question!
MCQs:  The graphical representation of variation of axial load on y axis and position of cross section along x axis is called as _____
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MCQs:  What is the product of sectional modulus and allowable bending stress called as?
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MCQs:  A uniformly distributed load of 20 kN/m acts on a simply supported beam of rectangular cross section of width 20 mm and depth 60 mm. What is the maximum bending stress acting on the beam of 5m?
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MCQs:  The bending formula is given as _____
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MCQs:  A circular pipe is subjected to maximum shear force of 60 kN. What is the diameter of the pipe if maximum allowable shear stress is 5 Mpa?
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MCQs:  The ratio of maximum shear stress to average shear stress is 4/3 in _______
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MCQs:  Why are shear connectors used?
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MCQs:  The design of a beam is based on strength criteria, if the beam is sufficiently strong to resist _______
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MCQs:  The vertical distance between the axis of the beam before and after loading at a point is called as _______
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MCQs:  Macaulay's method is used to determine ______
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MCQs:  Modulus of resilience is the ratio of ______
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MCQs:  What is the strain energy stored in a cube of 50 mm, when it is subjected to shear stress of 200 Mpa. (G = 100 Gpa)
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MCQs:  Energy stored in a body within an elastic limit is called as _____
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MCQs:  A member subjected to couple produces rotational motion about its longitudinal axis called as ________
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MCQs:  Which of the following assumptions are made in torsion theory?
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MCQs:  While determining crippling load, the effective length of solid circular bar is 1/ √2 of actual length if, _______
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MCQs:  Rankine-Gordon's empirical formula is applicable for _____
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MCQs:  If the effective length of a column is twice the actual length, then the column is ________
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MCQs:  What is the value of Rankine's constant for cast iron?
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MCQs:  What is the value of shear stress acting on a plane of circular bar which is subjected to axial tensile load of 100 kN? (Diameter of bar = 40 mm , θ = 42.3°)
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