App Logo

No.1 PSC Learning App

1M+ Downloads
For a simply supported beam of length L with a triangular load that varies gradually (linearly) from zero at both ends to w per unit length at the centre, the maximum bending moment is

AWL2WL^2

BWL6\frac{WL}{6}

CWL26\frac{WL^2}{6}

DWL212\frac{WL^2}{12}

Answer:

WL212\frac{WL^2}{12}

Read Explanation:

For a simply supported beam of length L with a triangular load that varies gradually (linearly) from zero at both ends to w per unit length at the centre, the maximum bending moment is wL212\frac {wL^2}{12}


Related Questions:

The reaction at the two supports of a simply supported beam carrying a uniformly distributed load over its entire span is: (the intensity of loading on the beam is w/unit length and I is the length of the beam).
Section modulus Z is expressed as

For a simple case of a simply supported beam experiencing a point load at its center, which of the following equilibrium conditions hold?At any point on the beam:

  1. The algebraic sum of the moments due to all forces acting on the beam is zero
  2. The algebraic sum of vertical forces acting on the beam is zero
  3. The algebraic sum of horizontal forces is always negative (less than zero)
  4. The total acceleration experienced by the beam is zero
    ______________is a beam with one end fixed and the other end simply supported.
    The shear force obtained at the midpoint of the cantilever beam is 12 kN. What is the value of uniformly distributed load w (kN/m) acting over the entire length, if the span length of the beam is 4 m?