9.) For linear stress variation over the base of the dam of Fig. 47, find where the resultant crosses the base and compute the maximum and minimum pressure intensity at the base. Neglect hydrostatic uplift.
9.) For linear stress variation over the base of the dam of Fig. 47, find where the resultant crosses the base and compute the maximum and minimum pressure intensity at the base. Neglect hydrostatic uplift.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Certainly! Here is the transcribed text for educational purposes:
---
9.) For linear stress variation over the base of the dam of Fig. 47, find where the resultant crosses the base and compute the maximum and minimum pressure intensity at the base. Neglect hydrostatic uplift.
---
There are no graphs or diagrams in the provided image.

Transcribed Image Text:The image depicts a cross-sectional diagram of a retaining wall with specific measurements and details. It is labeled as "Fig. 47."
### Diagram Description:
- **Retaining Wall Structure:**
- The wall holds back a considerable amount of soil or material, which is shown with a textured shading.
- It has a vertical height of 19 meters. Above this, an additional vertical section measures 6 meters, making the total height of the wall 25 meters.
- **Dimensions:**
- The wall's base is divided into sections.
- The left side of the base extends 3 meters horizontally.
- The sloped section of the wall extends 4 meters horizontally, from its base to the top edge.
- The right side of the base further extends 11 meters horizontally from the end of the sloped section to the far right edge.
- **Material Density:**
- The wall is labeled with "γ = 2.5γ," indicating a density or specific weight factor applied to the material used in the construction, which could be relative to a reference density (such as that of water).
This diagram provides essential information for understanding the structural dimensions and material considerations of the retaining wall, which could be used in studies related to civil engineering or construction.
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