# Steel Base Plate Designer AI Agent Connect

> Calculates steel column base plate dimensions, thickness, and anchor bolt requirements using AISC standards.

## Overview
- **Category:** construction
- **Price:** Free
- **Endpoint:** https://edge.vinkius.com/vk_preview_snzJblt3mmFiS5cghzXBzM4phzQw3SSLZG1F30Wf/ai-agent-connect
- **Tags:** aisc, steel, structural-engineering, base-plate, concrete

## Description

This MCP server provides structural engineering tools to design steel column base plates. It reconciles concentrated column loads with concrete bearing capacity following AISC procedures. Use `design_base_plate` to determine required plate geometry and thickness, `validate_anchor_layout` to check stability against moments, `calculate_bearing_capacity` for concrete limits, and `get_bolt_specifications` for recommended anchor bolt sizes and embedment depths.

## Tools

### design_base_plate
Performs the primary structural calculation to determine the required geometry of the base plate

### get_bolt_specifications
Recommends standard anchor bolt sizes and embedment depths based on calculated tension requirements

### validate_anchor_layout
Checks if a specific anchor bolt configuration can effectively resist the tension caused by the applied moment

### calculate_bearing_capacity
Determines the maximum allowable axial load the concrete can support given the base plate area

## Prompt Examples

**Prompt:** 
```
Design a base plate for a column with 500kN axial load and 50kNm moment, column size 300x300mm, concrete strength 30MPa, and a square bolt pattern.
```

**Response:** 
```
The required base plate dimensions are 550mm x 550mm with a thickness of 25mm. The recommended anchor bolt diameter is 24mm.
```

**Prompt:** 
```
What is the maximum axial load for a 400x400mm plate on 25MPa concrete?
```

**Response:** 
```
The maximum allowable axial load for a 400mm x 400mm plate on 25MPa concrete is 1250kN.
```

**Prompt:** 
```
Will 20mm bolts spaced 150mm apart handle a 30kNm moment?
```

**Response:** 
```
No, the current anchor bolt configuration is unstable for a 30kNm moment; increasing spacing or bolt diameter is required.
```

## Frequently Asked Questions

**What standards does this tool follow?**
The calculations follow the AISC (American Institute of Steel Construction) standards for base plate design.

**How do I determine the required plate thickness?**
You can use the `design_base_plate` tool, which calculates the necessary thickness to ensure the plate remains in the elastic range under bearing pressure.

**Can I check if my anchor bolts are sufficient for the moment?**
Yes, the `validate_anchor_layout` tool checks if your specific bolt spacing and diameter can resist the tension induced by the applied moment.