Heavy HE-series profiles with thick webs and flanges for specified structural members
Our HEM section supply follows the exact HE M profile and structural material requirement on your drawing. The thick web and flange dimensions remain visible in the order, together with length, end preparation and finish. We quote defined members and fabrication work for project purchasers and steel workshops.
| Product | Hot-rolled heavy HE M wide-flange sections |
|---|---|
| Profile identity | Complete HEM designation and selected structural material requirement |
| Section data | Actual depth, width, web, flange and nominal mass |
| Material | Project-specified structural grade and traceable material records |
| Preparation | Full lengths, cuts and drawing-defined connection work |
| Protection | Mill finish or specified protective coating and surface preparation |
The selected series changes both connection geometry and member weight.
| Profile | Depth h (mm) | Width b (mm) | Web tw (mm) | Flange tf (mm) | Mass (kg/m) |
|---|---|---|---|---|---|
| HEM 100 | 120 | 106 | 12.0 | 20.0 | 41.8 |
| HEM 120 | 140 | 126 | 12.5 | 21.0 | 52.1 |
| HEM 140 | 160 | 146 | 13.0 | 22.0 | 63.2 |
| HEM 160 | 180 | 166 | 14.0 | 23.0 | 76.2 |
| HEM 180 | 200 | 186 | 14.5 | 24.0 | 88.9 |
| HEM 200 | 220 | 206 | 15.0 | 25.0 | 103.0 |
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Selected nominal HEM dimensions and theoretical steel mass from our HE section catalog identify the uncoated profile. Actual supply retains the ordered grade, section tolerance and fabrication requirements. Member capacity follows the complete structural design.
HEM identifies the heavy HE section series. The complete HEM row gives its depth, width, web, flange and nominal mass for profile selection and connection review.
The material line states the required structural grade. Its specification sets the material properties, testing and delivery condition alongside the selected heavy-section geometry.
The structural design determines member resistance using length, restraint, connections, grade and load conditions. The selected HEM geometry and nominal mass provide the section information used in that design.
Thicker flanges change the bolt grip and the space available for washers, nuts and tightening tools. The connection detail uses the selected HEM flange and rolled fillet geometry.
Attachments and end plates can require defined edge preparation and welding procedures. The thick web and flanges are retained in the drawing review so the fabrication scope matches the actual section.
A simple square cut, an angled member end and a bearing end are different preparation tasks. The offer identifies the required end condition and acceptance criteria for each piece.
The fabrication detail defines structural fit, surface preparation, protective finish and any reserved connection zones. Finished-fit allowances and coating requirements are coordinated at those surfaces.
Project material lists can retain HEM member marks and their associated connection details. The supplied section, grade and prepared ends remain traceable through the fabrication package.
A replacement review retains the specified HEM series and checks the old section designation against the adjoining geometry. Connection and fabrication details follow the accepted heavy-section member.
The heavy profile is checked using its depth, width and thicknesses. This distinguishes an HEM member from lighter HE series before connection work proceeds.
Cut length, squareness and any special bearing or weld preparation follow the piece drawing. Member marks remain readable after the pieces are separated from the bundle.
The specified grade and heat-linked material records follow the supplied section through preparation. Required supplementary tests are identified against the actual material order.
Drawing-defined holes, attachments and protective work receive the applicable checks. The release package separates base-section acceptance from fabrication and coating records.
The loading arrangement uses suitable supports and restraints for the actual section mass and length. Prepared ends and attached parts are protected from concentrated contact during handling.
Each section group retains its HEM designation, lengths and piece count. Fabricated pieces follow their member marks, allowing the receiving workshop to reconcile them against the drawing list.
Our offer states the profile, material, finished lengths and weight basis, followed by the required preparation and finish. Packing and destination terms refer to that defined shipment.
The selected HEM 200 is nominally 220 mm deep and 206 mm wide. Those complete dimensions establish the connection and layout reference for the named section.
A heavier section changes thickness, geometry and potentially the connection arrangement. The structural and fabrication design must approve that substitution.
The connection detail sets bolt grip from the HEM flange, connection plates, washers, nuts and any other joint components. The specified hardware matches that complete connection stack.
A bearing-end requirement needs a drawing with the required end condition and tolerances. It is priced as a defined preparation scope, separately from a standard cut length.
Column resistance is established by the governing structural design using grade, length, restraint, eccentricity and connection details. The table supplies the HEM profile geometry and nominal mass for that assessment.
HEM supply retains its HE designation. A US HP requirement follows the actual HP profile and material specification, with the applicable project acceptance for that section series.
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Attach the HEM designation, grade, member lengths and piece counts with the connection or end-preparation drawings. Include the required finish, inspection documents and destination. We return the material and fabrication scope for each named member.