60 kN-m
45 kN-m
Step 1: Identify the formula
For a simply supported beam with uniformly distributed load (UDL), maximum bending moment occurs at the center and is given by: $M = \frac{wL^2}{8}$.
Here, $w = 10$ kN/m, $L = 6$ m.
Step 2: Substitute values
$M = \frac{10 \times 6^2}{8}$.
Step 3: Calculate
$\Rightarrow M = \frac{10 \times 36}{8}$.
$\Rightarrow M = \frac{360}{8} = 45$ kN-m.
The elongation of a conical bar of length L under the action of its own weight is ___ that of a prismatic bar of the same length.
What is the degree of redundancy for the given beam?
What is the degree of static indeterminacy for the given truss?
What is the Kinematic Indeterminacy for the given frame without axial deformation?

The supply voltage magnitude \( |V| \) of the circuit shown below is ____ .
A two-port network is defined by the relation
\(\text{I}_1 = 5V_1 + 3V_2 \)
\(\text{I}_2 = 2V_1 - 7V_2 \)
The value of \( Z_{12} \) is: