Deformation of Member under Multiple Loadings

Divide the rod into parts, each characterized by internal force, cross-sectional area, length, and modulus of elasticity. Calculate deformation in each part using these parameters, then sum all individual deformations to find total deformation. This method applies whether the rod has uniform or variable properties.

When one end is fixed, deformation equals the displacement of the free end. When both ends move, deformation is measured by relative displacement between the two ends. This distinction is critical for accurately analyzing members in assemblies where multiple points experience motion.

For bars attached to fixed supports, deformation is measured by the displacement of the common connection point. For bars where both ends move, deformation is the difference between displacements of the two endpoints. Each bar deforms independently based on its load and material properties.

In a variable cross-section member, strain is not constant but depends on position. Dividing the rod into elements allows calculation of strain at each location. Total deformation is then found by integrating the deformation expression over the entire length of the member.

Each segment requires four key parameters: internal force acting on it, cross-sectional area, length of the segment, and modulus of elasticity of the material. These parameters are used in the deformation formula to calculate how much each segment stretches or compresses under load.

When load is applied at a free end, it causes each connected bar to deform. The deformation propagates through the assembly via the rigid pin connection. Each bar's deformation depends on its own material properties and the internal force it carries, which is determined by the load path through the assembly.

Modulus of elasticity characterizes a material's stiffness and is essential for computing deformation in each segment. Combined with internal force, cross-sectional area, and length, it determines how much a segment deforms. Materials with higher modulus values deform less under the same loading conditions.