Math Problem Statement

Compute the clockwise rotational deformation at point D in the frame system shown. Assume that EI is constant for all members and neglect axial deformations.

Solution

To solve the problem of finding the clockwise rotational deformation at point DD in the given frame, we will need to analyze the frame using structural analysis techniques such as moment-area methods or using energy methods like the virtual work principle. Since axial deformations are neglected, we focus on bending moments and their contribution to rotational deformation.

Steps to Analyze the Problem:

  1. Structure Overview:

    • The frame consists of a horizontal member ABAB with length LL, and a vertical member CDCD with length L/2L/2.
    • A load PP acts horizontally at point DD, which will cause both the horizontal beam ABAB and the vertical column CDCD to deform.
  2. Fixed Support at AA:

    • The frame is fixed at point AA, meaning no translations or rotations occur at this point.
  3. Pin Support at CC and Roller at BB:

    • The support at CC is a pin, and the support at BB is a roller. These allow rotations but prevent vertical displacements.
  4. Moments and Deformation:

    • The applied force PP at point DD induces a moment at the base AA, as well as moments along the members ABAB and CDCD.
  5. Assumptions:

    • Neglect axial deformations.
    • EIEI (flexural rigidity) is constant for all members.

Solution Approach:

To compute the rotational deformation at point DD, we typically follow these steps:

  1. Calculate the Moment Distribution:

    • For horizontal member ABAB:
      • Since PP applies a moment at point DD, calculate the bending moment caused by this force along both ABAB and CDCD.
    • For vertical member CDCD:
      • Consider the moment transferred from member ABAB to member CDCD.
  2. Apply Virtual Work (Rotation):

    • Use the virtual work method to determine the rotational deformation at point DD. The total rotational deformation is obtained by integrating the bending moments over the length of each member.
    • The virtual work equation for rotation at a point DD is given by: θD=1EI0LM(x)M(x)dx\theta_D = \frac{1}{EI} \int_0^L M(x) \cdot M'(x) \, dx where M(x)M(x) is the moment distribution due to the applied load PP, and M(x)M'(x) is the moment distribution due to a unit load applied at point DD for rotation.
  3. Result:

    • Once the moments are calculated and integrated, you will get the total rotational deformation at point DD.

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Math Problem Analysis

Mathematical Concepts

Structural Analysis
Bending Moments
Virtual Work Method
Rotational Deformation

Formulas

Moment distribution M(x)
Virtual work equation for rotation θ_D = (1/EI) ∫ M(x) * M'(x) dx

Theorems

Virtual Work Principle
Moment-Area Theorem

Suitable Grade Level

Undergraduate Engineering