Step 1: Use standard centroidal $I$-formulae.
Rectangle about centroidal axis parallel to base:
\[
I_{\text{rect}}=\frac{b d^{3}}{12}.
\]
Triangle (base $b$, depth $d$) about its centroidal axis parallel to base:
\[
I_{\text{tri}}=\frac{b d^{3}}{36}.
\]
Step 2: Take the ratio.
\[
\frac{I_{\text{rect}}}{I_{\text{tri}}}
=\frac{\frac{b d^3}{12}}{\frac{b d^3}{36}}
=\frac{1/12}{1/36}=3.
\]
Step 3: Conclusion.
Required ratio $=3.0$.
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is:
Which of the following statements are correct?
A. Malleability is the ability of a material to absorb strain energy till the elastic limit.
B. Toughness is the ability of a material to absorb energy till the rupture.
C. Resilience is the area under the load deformation curve within the elastic limit.
D. Stress-strain diagram of highly brittle material has no plastic zone.
Choose the most appropriate answer from the options given below:
The degree of static indeterminacy of the beam (as shown below) for general case of loading is:
A weight of $500\,$N is held on a smooth plane inclined at $30^\circ$ to the horizontal by a force $P$ acting at $30^\circ$ to the inclined plane as shown. Then the value of force $P$ is:
For the frame shown in the figure below, the maximum moment in the left column shall be (Assuming Moment of Inertia (I) of all the members is same):