Figures index

From

A Mixed Force-Displacement Method for the Exact Solution of Plane Frames

Giovanni Falsone, Dario Settineri

American Journal of Civil Engineering and Architecture. 2013, 1(4), 82-91 doi:10.12691/ajcea-1-4-3
  • Figure 1. Sign convention for: a) applied distributed loads and reactions; b) internal forces; c) displacements.
  • Figure 2. a) simple frame; b) generic frame
  • Figure 3. mono-axial frame
  • Figure 4. mono-axial frame examples: a) statically undetermined; b) unstable
  • Figure 5. Deflection of the element (1) (m)
  • Figure 6. Bending moment of the element (1) (Nm)
  • Figure 7 Shear force of the element (1) (N)
  • Figure 8. Deflection of the element (2) (m)
  • Figure 9. Bending moment of the element (2) (Nm)
  • Figure 10. Shear force of the element (2) (N)