Exams › GATE › Engineering Mathematics
A 3 m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of w = 20 kN/m in the central 1 m as shown in the figure. If the flexural rigidity (EI) of the beam is 30 × 10⁶ N·m², the maximum slope (expressed in radians) of the deformed beam is
- 0.681 × 10⁻⁷
- 0.943 × 10⁻⁷
- 4.310 × 10⁻⁷
- 5.910 × 10⁻⁷
Correct answer: 5.910 × 10⁻⁷
Solution
The maximum slope of a beam under a uniformly distributed load can be calculated using beam deflection formulas, which take into account the load distribution, length of the beam, and its flexural rigidity. In this case, the calculations yield a maximum slope of 5.910 × 10⁻⁷ radians, confirming that option D is correct.
Related GATE Engineering Mathematics questions
- The second-order differential equation in an unknown function u: u(x,y) is defined as ∂²u/∂x² = 2. Assuming g: g(x), f: f(y), and h: h(y), the general solution of the above differential equation is
- Which of the following equations belong/belongs to the class of second-order, linear, homogeneous partial differential equations:
- The solution of the equation x dy/dx + y = 0 passing through the point (1,1) is
- The Laplace transform F(s) of the exponential function, f(t)=e^(at) when t≥0, where a is a constant and (s−a)>0, is
- The Laplace transform of sinh(at) is
- An ordinary differential equation is given below.
(dy/dx)(x ln x) = y
The solution for the above equation is
(Note: K denotes a constant in the options)
⚔️ Practice GATE Engineering Mathematics free + battle 1v1 →