What will be the value of the fixed end moment on the right support of a 4 m long fixed beam, subjected to a uniformly distributed load of 3 kN/m on the whole span?
4 kN-m
The question asks for the value of the fixed end moment on the right support of a fixed beam. A fixed beam is supported in such a way that rotation is prevented at the supports. When a fixed beam is subjected to a uniformly distributed load (UDL) over its entire span, moments are developed at both fixed supports, known as fixed end moments.
For a fixed beam of span length \(L\) subjected to a uniformly distributed load of intensity \(w\) over the entire span, the magnitude of the fixed end moment at each support (left and right) is given by the formula:
\(M = \frac{wL^2}{12}\)
Where:
From the question, we are given:
Now, we can substitute these values into the formula for the fixed end moment:
\(M = \frac{(3 \text{ kN/m}) \times (4 \text{ m})^2}{12}\)
\(M = \frac{3 \text{ kN/m} \times 16 \text{ m}^2}{12}\)
\(M = \frac{48 \text{ kN-m}}{12}\)
\(M = 4 \text{ kN-m}\)
The magnitude of the fixed end moment is the same at both the left and right supports for a fixed beam subjected to a UDL over the full span. Therefore, the value of the fixed end moment on the right support is \(4 \text{ kN-m}\).
The unit of the moment is kN-m, which is the unit of force multiplied by distance.
Comparing this result with the given options, we find that Option 2 matches our calculated value.
The final value of the fixed end moment on the right support is 4 kN-m.
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?