Figure 4. Contribution of shear (solid lines) and flexure (dashed lines) to the total deflection. Contributions are shown for both restrained-end loading (gray lines) and three-point loading (black lines).
Figure 4. Contribution of shear (solid lines) and flexure (dashed lines) to the total deflection. Contributions are shown for both restrained-end loading (gray lines) and three-point loading (black lines).