Consider the following sets of derivatives for a prismatic beam. Which combination is the correct combination?A. Shear force i \(\frac{d^2y}{dx^2}\) B. Loading intensity ii \(\frac{d^3y}{dx^3}\) C. Bending moment iii \(\frac{d^4y}{dx^4}\) D. Slope iv \(\frac{dy}{dx}\)
A-ii, B-iii, C-i, D-iv
This question relates the deflection curve of a prismatic beam, denoted as $y(x)$, to its corresponding internal forces (shear force and bending moment), the applied load intensity, and the slope. The relationships are derived from the fundamental equations of beam theory.
For a prismatic beam where the flexural rigidity $EI$ is constant, the following differential relationships hold:
Slope $= \frac{dy}{dx}$
$M(x) = EI \frac{d^2y}{dx^2}$
$V(x) = \frac{dM}{dx} = EI \frac{d^3y}{dx^3}$
$w(x) = -\frac{dV}{dx} = -EI \frac{d^4y}{dx^4}$
Based on these relationships, we can match the given terms with their corresponding derivatives:
Now, let's match these findings with the Roman numeral notations provided:
Therefore, the correct combination is:
A - ii (Shear force)
B - iii (Loading intensity)
C - i (Bending moment)
D - iv (Slope)
Comparing this derived combination with the given options, Option 2 provides the correct matches:
A-ii, B-iii, C-i, D-iv
The shear force diagram for a simply supported beam carrying a uniformly distributed load of w per unit length, consists of:
The bending moment diagram of a simply supported beam carrying uniformly distributed load over the entire span is-
A simply supported beam is subjected to a linearly varying load from one end to other end. The nature of variation of shear force diagram is-
Which type of beam, freely supported at two points, has one or both ends extending beyond these supports?
Which of the following statements are correct?