A simply supported beam of 4 m span carries a uniformly distributed load all over the span of 20 kN. The maximum bending moment is
10 kN-m
This question asks for the maximum bending moment in a simply supported beam subjected to a uniformly distributed load (UDL).
We are given the following information about the beam:
To find the UDL intensity ($w$):
$$ w = \frac{\text{Total Load}}{\text{Span Length}} = \frac{20 \text{ kN}}{4 \text{ m}} = 5 \text{ kN/m} $$
For a simply supported beam carrying a uniformly distributed load ($w$) over its entire span ($L$), the maximum bending moment ($M_{max}$) occurs at the center of the span. The standard formula is:
$$ M_{max} = \frac{wL^2}{8} $$
Now, we substitute the values into the formula:
$$ M_{max} = \frac{(5 \text{ kN/m}) \times (4 \text{ m})^2}{8} $$
$$ L^2 = (4 \text{ m})^2 = 16 \text{ m}^2 $$
$$ wL^2 = (5 \text{ kN/m}) \times (16 \text{ m}^2) = 80 \text{ kN-m}^2 $$
$$ M_{max} = \frac{80 \text{ kN-m}^2}{8} = 10 \text{ kN-m} $$
The calculated maximum bending moment for the simply supported beam is 10 kN-m. This value corresponds to one of the options provided.
For a simply supported beam carrying distributed load w per unit length, consider the following relations between shear force F and bending moment M.
A. \(\rm w=-\frac{dF}{dx}\)
B. \(\rm w=-\frac{d^2M}{dx^2}\)
C. \(\rm F=\frac{dM}{dx}\)
Which of the above statements is/are correct ?
When a beam is subjected to a bending moment, the strain in a layer is _____ the distance from the neutral axis.
For a cantilever beam of length 2 m, under load of 1 kN/m, the maximum bending moment is
The bending moment diagram for simply supported beam loaded in its center is