Math Problem Statement

Determine the expression for the deflection at the center of a simply supported beam subjected to a combination of a central point load P and a uniformly distributed load w. Given options: A) 12PL^3/48EI + 5wL^4/384EI, B) PL^3/24EI + wL^4/384EI, C) PL^3/48EI + 5wL^4/384EI, D) PL^3/24EI + wL^4/48EI.

Solution

The image presents a problem related to determining the expression for the deflection at the center of a simply supported beam subjected to a combination of a central point load PP and a uniformly distributed load ww.

Given:

  • A simply supported beam with length LL.
  • A point load PP applied at the center of the beam.
  • A uniformly distributed load ww across the entire span of the beam.

Required:

Determine the expression for the deflection at the center of the beam using superposition principles.

General Approach:

  1. Calculate the deflection due to the point load PP: For a simply supported beam with a central point load PP: δP=PL348EI\delta_P = \frac{PL^3}{48EI} where:

    • PP is the point load,
    • LL is the length of the beam,
    • EE is the modulus of elasticity,
    • II is the moment of inertia.
  2. Calculate the deflection due to the uniformly distributed load ww: For a simply supported beam with a uniformly distributed load ww: δw=5wL4384EI\delta_w = \frac{5wL^4}{384EI} where:

    • ww is the load per unit length.
  3. Superposition of deflections: The total deflection at the center is the sum of the deflections due to the point load PP and the uniformly distributed load ww: δtotal=δP+δw=PL348EI+5wL4384EI\delta_{total} = \delta_P + \delta_w = \frac{PL^3}{48EI} + \frac{5wL^4}{384EI}

Choices Review:

Now, let's compare this with the given options to see which matches the derived expression.

If you have any questions or need further explanation, feel free to ask!

Here are five related questions to further your understanding:

  1. How does the position of the point load affect the deflection in the beam?
  2. What would the deflection be if only the distributed load ww was applied?
  3. How would the deflection change if the beam were fixed at both ends instead of simply supported?
  4. How does the moment of inertia II affect the deflection?
  5. How can superposition principles be applied to other types of loading conditions?

Tip: Always check the boundary conditions when applying formulas for deflection in beams, as they can significantly change the result.

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Math Problem Analysis

Mathematical Concepts

Structural Analysis
Beam Deflection
Superposition Principle

Formulas

δ_P = PL^3 / 48EI
δ_w = 5wL^4 / 384EI
δ_total = δ_P + δ_w = PL^3 / 48EI + 5wL^4 / 384EI

Theorems

Superposition Theorem

Suitable Grade Level

Undergraduate Civil Engineering