For the following questions answer them individually
The maximum shear force in a simply supported beam of span L, subjected to a central point load, W is given by the following equation :
For simply supported beam is shown i Fig., the magnitude o if vertical reaction at ‘B’ is
“Poisson’s ratio” is defined as the ratio of
If ‘A’ is the area of cross-section and ‘I’ is the moment of inertia of a given plane section, then radius of gyration (r) is given by the formula
Strain energy due to axial deformation is given by
$$ (\sigma$$ : resultant stress
P : axial load
$$\triangle$$ : deformation
$$\epsilon$$ : strain
E : modulus of elasticity)
In a cantilever beam subjected to general loading, the maximum bending moment is at
Moment of inertia of rectangular section shown in Fig. about its horizontal centroidal axis is
Ratio of length of column to the minimum radius of gyration of the cross-sectional area of the column is known as
A linear force-deformation relation is obtained in materials
The property of a material by which can be beaten or rolled into plates, is called