# Tie-back Anchored Wall Designer AI Agent Connect

> Design and analyze the stability of tie-back anchored retaining walls.

## Overview
- **Category:** engineering
- **Price:** Free
- **Endpoint:** https://edge.vinkius.com/vk_preview_vbo7RKNzEk0nnFkHCGC8yFEZLxJjHfo0fO1wP6ky/ai-agent-connect
- **Tags:** retaining-walls, soil-mechanics, stability-analysis, anchors, geotechnical-engineering

## Description

This MCP server provides specialized engineering tools for the design and stability analysis of tie-back anchored retaining walls. It allows engineers to calculate critical structural forces and safety factors. Use `analyze_wall_stability` to determine stability factors like sliding and overturning, or `calculate_anchor_geometry` to find the required anchor force and length. For complex projects, `perform_staged_analysis` simulates the construction sequence, while `get_bending_moment_profile` provides a detailed view of internal forces along the wall face.

## Tools

### calculate_anchor_geometry
Determine the required tension force and the depth required for the anchor to reach stable soil

### get_bending_moment_profile
Provide a detailed view of the internal forces acting along the vertical face of the wall

### perform_staged_analysis
Evaluate the stability of the wall throughout the entire construction sequence

### analyze_wall_stability
Determine primary stability factors and structural forces for a single-stage wall design

## Prompt Examples

**Prompt:** 
```
Calculate the stability for a 5m wall with soil unit weight of 18 kN/m3, cohesion of 10 kPa, friction angle of 30 degrees, and anchor inclination of 15 degrees.
```

**Response:** 
```
The stability analysis for the 5m wall shows a sliding factor of 1.5, an overturning factor of 1.8, and a bearing factor of 2.1.
```

**Prompt:** 
```
What is the required anchor force for a 10m wall with a 1.5 safety factor, 19 kN/m3 soil weight, and 32 degree friction angle at 10 degrees inclination?
```

**Response:** 
```
The required anchor force is 450 kN and the required anchor length is 12.5 meters.
```

**Prompt:** 
```
Show me the bending moment profile for a 6m wall with anchors at 2m and 4m depths, with forces of 100kN and 150kN respectively, and a total lateral pressure of 50 kN/m2.
```

**Response:** 
```
The bending moment profile shows a peak moment of 120 kNm at a depth of 3.2 meters.
```

## Frequently Asked Questions

**How do I check if my wall design is stable?**
You can use the `analyze_wall_stability` tool to calculate stability factors for sliding, overturning, and bearing. A factor greater than one indicates a stable condition.

**Can I model the installation process step-by-step?**
Yes, the `perform_staged_analysis` tool is designed to simulate the installation of multiple anchor levels sequentially to identify critical construction stages.

**How is the anchor length determined?**
The `calculate_anchor_geometry` tool determines the required length by ensuring the anchor passes through the soil failure plane into the fixed zone.