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Source: https://www.quantumsteeldesign.com/steel-tools/shapes/mt/

14 AISC v16.0 records

# AISC Miscellaneous structural tees (MT).

An MT is a structural tee produced from a miscellaneous M-shape. It inherits geometry from the parent section and must be identified by its exact tee designation and listed properties.

## Common context

Common project roles include specialty chords, reinforcement, lintels, connection components, and industrial framing that benefits from a particular tee proportion.

## Detailing watch

Confirm parent-series geometry, stem and flange orientation, availability, connection eccentricity, and fabrication requirements instead of treating it as an interchangeable WT.

Use the directory as a reference

## How to read the MT records

MT identifies a tee from the M series. Read its exact tee dimensions rather than assuming a WT with a similar weight has the same flange or stem.

Keep the tee centroid, flange orientation and distinct x- and y-axis properties with the exported geometry.

This dataset contains 14 MT records, with nominal weights from 1.85 to 9.45 lb/ft and listed depth values from 1.9 to 6.27 in. These ranges describe the published records, not current supplier inventory or a selection recommendation.

Start with the exact designation, open its full record, then compare only the dimensions and properties relevant to your task. For example, [MT5X3.75](https://www.quantumsteeldesign.com/steel-tools/shapes/mt5x3-75/) lists 3.75 lb/ft, 1.11 in² area, Ix = 2.91 in⁴ and Iy = 0.281 in⁴. The x and y labels retain the database axes; their values do not establish allowable loads.

The [AISC v16.0 workbook Readme](https://www.aisc.org/aisc/publications/steel-construction-manual/aisc-shapes-database-v160/) defines the variables and shape figures. This directory uses the US customary record; the comparison tool converts displayed units. Check the required edition and product specification before transferring data.

Worked quantity example

## Nominal weight for MT5X3.75

Assume 3 pieces, each 20 ft (6.096 m) long. This is a hypothetical quantity example, not a stock-length or lifting recommendation.

| Quantity | Calculation | Nominal pounds | Kilogram equivalent |
| --- | --- | --- | --- |
| One 20 ft piece | 20 ft × 3.75 lb/ft | 75 lb | 34.019 kg |
| 3 pieces | 3 × 75 lb | 225 lb | 102.058 kg |

Conversion: 1 lb = 0.45359237 kg; displayed results are rounded. This multiplication excludes connection plates, bolts, weld metal, coatings, cutting allowances and actual material variation. Use the [material takeoff](https://www.quantumsteeldesign.com/material-takeoff/) for your own lengths and quantities.

Crawlable designation index

## All MT shape records.

[View all shape families](https://www.quantumsteeldesign.com/steel-tools/shapes/)

Filter by designation

Showing all 14 records.

| Designation | Weight | Depth / OD / d | Area | X-axis Sx |
| --- | --- | --- | --- | --- |
| MT6.25X6.2 | 6.2 lb/ft | 6.27 in | 1.82 in² | 1.61 in³ |
| MT6.25X5.8 | 5.8 lb/ft | 6.25 in | 1.7 in² | 1.57 in³ |
| MT6X5.9 | 5.9 lb/ft | 6 in | 1.74 in² | 1.61 in³ |
| MT6X5.4 | 5.4 lb/ft | 5.99 in | 1.59 in² | 1.46 in³ |
| MT6X5 | 5 lb/ft | 5.99 in | 1.48 in² | 1.36 in³ |
| MT5X4.5 | 4.5 lb/ft | 5 in | 1.33 in² | 1 in³ |
| MT5X4 | 4 lb/ft | 4.98 in | 1.19 in² | 0.894 in³ |
| MT5X3.75 | 3.75 lb/ft | 5 in | 1.11 in² | 0.836 in³ |
| MT4X3.25 | 3.25 lb/ft | 4 in | 0.959 in² | 0.558 in³ |
| MT4X3.1 | 3.1 lb/ft | 4 in | 0.911 in² | 0.533 in³ |
| MT3X2.2 | 2.2 lb/ft | 3 in | 0.647 in² | 0.268 in³ |
| MT3X1.85 | 1.85 lb/ft | 2.96 in | 0.545 in² | 0.226 in³ |
| MT2.5X9.45 | 9.45 lb/ft | 2.5 in | 2.78 in² | 0.528 in³ |
| MT2X3 | 3 lb/ft | 1.9 in | 0.875 in² | 0.133 in³ |

Reference use only.
Values are derived from the [AISC Shapes Database v16.0](https://www.aisc.org/aisc/publications/steel-construction-manual/aisc-shapes-database-v160/) in US customary units. Open a designation for its full property table, nominal profile, downloads, source notes, and limitations.
