This is an MCQ-based quiz on Strength Of Materials.
This includes resultant couple, moment of the forces, post friction, and limiting friction.
Two solid shafts "A" and "B" are made of the same material. The shaft "A" is of 50 mm diameter and shaft "B" is of 100 mm diameter. The strength of shaft "B" is _________ as that of shaft A.
For no tension condition in the base of a short column of circular section, the line of action of the load should be within a circle of diameter equal to __________ of the main circle.
The volumetric strain is the ratio of the
The elongation of a conical bar under its own weight is __________ that of prismatic bar of the same length.
The extension of a circular bar tapering uniformly from diameter d₁ at one end to diameter d₂ at the other end, and subjected to an axial pull of P is _________ the extension of a circular bar of diameter d₁ d₂ subjected to the same load P.
The buckling load for a given column depends upon
A load which is spread over a beam in such a manner that it varies uniformly over the whole length of abeam is called uniformly ________ load.
A continuous beam is one which is
A cantilever beam is one which is
A body is subjected to two normal stresses 20 kN/m² (tensile) and 10 kN/m² (compressive) acting perpendicular to each other. The maximum shear stress is
Which of these is the correct way of sign convention for shear force?
A cantilever beam loaded with udl throughout, the maximum shear force occurs at____
A simply supported beam of span 1 m carries a point load “w” in centre determine the shear force in the half left of the beam.
The rate of change of shear force is equal to _____
What is variation in SFD, if the type of loading in the simply supported beam is U.D.L is ____
The factor of safety is the .............
Influence lines are drawn for structures
For a simply supported beam with a central load the bending moment is ...........
What is the minimum number of rivets for the connection of a gusset plate?
At the Point of contraflexure, what is the value of bending moment?
One
Zero
Three
Infinity