EVT290S Truss Systems Knowledge Center
2.5 m Brushed Aluminum Square Truss Straight Section.
For Trade Show Booths, Custom Modular Exhibits, and Booth Display Systems.
The EVT290S-250 is a brushed-aluminum 2.5 m / 8.20 ft straight section for compatible EVT290S, F34, and matching 290 mm square truss systems. Use this standard-length member where a trade show booth, custom modular exhibit, overhead branding structure, backwall frame, booth lighting grid, or other compatible planned truss layout calls for a 2.5 m straight run.
Identity and Core Facts
Straight Section Overview
2.5 m Square Truss for Trade Show Booths and Exhibit Systems.
The EVT290S-250 is a 2.5 m / 8.20 ft straight member for compatible 290 mm square truss systems. It supports controlled spacing in planned trade show booths, custom modular exhibits, backwall structures, overhead branding frames, booth lighting grids, and other compatible modular builds.
Trade Show Booths & Custom Exhibits
A Practical Module for Modular Trade Show Booth Design.
Use the EVT290S-250 as one component of a compatible, project-specific trade show booth or custom modular exhibit. Its 8.20 ft length can support planned spacing in inline, corner, peninsula, and island booth formats, including common 10x10, 10x20, 20x20, and 20x30 booth layouts.
Applications
A 2.5 m Member for Exhibit and Display Systems.
Use the EVT290S-250 wherever a compatible 290 mm square-truss build calls for a 2.5 m / 8.20 ft section. The completed structure determines required supports, rigging method, loads, accessories, anchorage, and show-site approvals.
Series Construction
290 mm Square Truss with Conical Coupler Connections.
The EVT290S-250 carries the core construction of the EVT290S series in a 2.5 m straight section: a 290 x 290 mm square profile, 50 mm main chords, 20 mm diagonal braces, EN AW-6082 T6 aluminum, brushed-aluminum finish, and conical end connections.
Included Connection Hardware
What Ships with the EVT290S-250.
Each straight section ships with the connection hardware used to join it to compatible conical-receiver components. Confirm the project component schedule before assembly; a finished booth or exhibit structure may also require longer sections, corners, base plates, clamps, ballast, rigging hardware, and other project-specific items.
Technical Reference
Product Specifications.
Identification
Product Details
Dimensions
Section Size
Construction
Tube and Material Data
Connection Set
Included Hardware
System Compatibility
Match the Truss Profile and Connection Before You Build.
The EVT290S-250 is intended for compatible EVT290S, F34, and matching 290 mm square truss systems using conical connections. Similar appearance alone does not establish compatibility. Confirm receiver spacing, coupler fit, chord spacing, alignment, and applicable system documentation before assembly.
Connection and Inspection
Confirm Fit First. Then Seat, Pin, and Retain.
Once receiver spacing and compatible hardware are confirmed, assemble the connection in this order. Prepare the current booth or exhibit drawing, compatible mating components, supplied connection hardware, and approved support or rigging plan. Assemble on a stable work surface with access to inspect every receiver and pin location.
Engineering Reference
Load-Span Reference for Completed Truss Runs.
All truss loading calculations are based on a completed compatible 290 mm square-truss run supported or suspended at both ends: static loading only; loads applied at approved truss panel points; truss self-weight included in listed capacities; spans may consist of different truss lengths; and bending-moment and shear interaction at truss connections is considered. Values are limited by strength and reduced per ANSI E1.21.
| Load Case | Unit | 2.0 m | 2.5 m | 3.0 m | 3.5 m | 4.0 m | 4.5 m | 5.0 m | 5.5 m | 6.0 m | 6.5 m | 7.0 m | 7.5 m | 8.0 m | 8.5 m | 9.0 m | 9.5 m | 10.0 m | 10.5 m | 11.0 m | 11.5 m | 12.0 m |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Span | ft | 6.56 | 8.20 | 9.84 | 11.48 | 13.12 | 14.76 | 16.41 | 18.05 | 19.69 | 21.33 | 22.97 | 24.61 | 26.25 | 27.89 | 29.53 | 31.17 | 32.81 | 34.45 | 36.09 | 37.73 | 39.37 |
| Center Point Load (CPL) | lb | 1,360 | 1,265 | 1,170 | 1,075 | 980 | 905 | 830 | 755 | 680 | 640 | 595 | 555 | 510 | 484 | 460 | 435 | 410 | 390 | 375 | 360 | 340 |
| Deflection | in | 0.09 | 0.14 | 0.20 | 0.25 | 0.30 | 0.39 | 0.47 | 0.56 | 0.65 | 0.77 | 0.89 | 1.01 | 1.13 | 1.30 | 1.47 | 1.64 | 1.81 | 2.04 | 2.27 | 2.50 | 2.73 |
| Third Point Loads (TPL) | lb | 810 | 765 | 725 | 680 | 640 | 595 | 555 | 510 | 470 | 450 | 435 | 415 | 400 | 370 | 340 | 310 | 280 | 265 | 245 | 230 | 215 |
| Deflection | in | 0.08 | 0.14 | 0.21 | 0.27 | 0.34 | 0.44 | 0.54 | 0.64 | 0.74 | 0.91 | 1.09 | 1.27 | 1.45 | 1.61 | 1.77 | 1.93 | 2.08 | 2.28 | 2.47 | 2.67 | 2.86 |
| Quarter Point Loads (QPL) | lb | 510 | 505 | 500 | 490 | 485 | 455 | 420 | 390 | 355 | 330 | 305 | 280 | 255 | 240 | 230 | 215 | 205 | 195 | 185 | 170 | 160 |
| Deflection | in | 0.07 | 0.14 | 0.21 | 0.28 | 0.35 | 0.47 | 0.58 | 0.70 | 0.81 | 0.94 | 1.07 | 1.19 | 1.32 | 1.52 | 1.73 | 1.94 | 2.14 | 2.36 | 2.58 | 2.79 | 3.01 |
| Uniformly Distributed Load (UDL) | lb/ft | 230 | 202 | 174 | 147 | 119 | 107 | 94 | 82 | 70 | 61 | 53 | 45 | 37 | 33 | 30 | 27 | 24 | 22 | 20 | 19 | 17 |
| Deflection | in | 0.06 | 0.12 | 0.18 | 0.24 | 0.30 | 0.43 | 0.56 | 0.69 | 0.82 | 0.94 | 1.06 | 1.18 | 1.30 | 1.50 | 1.71 | 1.91 | 2.11 | 2.35 | 2.59 | 2.83 | 3.07 |
Table assumptions: The reference evaluates unbraced truss configured as a simply supported beam. The primary analyzed spans were 2 m, 4 m, 6 m, 8 m, 10 m, and 12 m; intervening published values are interpolated. If CPL, TPL, or QPL loading occurs at a truss connection, a minimum of two chords is assumed to support the vertical load.
Not included: Shock loads, dynamic loads, and resultant horizontal rigging forces, including forces from bridles or baskets. UDL applies only when the load is evenly distributed across the entire span. Published load cases are alternatives and are not additive.
Licensed structural-engineer review is required for every truss system. These values are general planning reference only and do not approve or rate an individual straight section, a completed booth structure, a hanging-sign installation, a ground-support structure, a suspended configuration, a mixed-component build, or any other assembled truss system. Confirm the complete configuration, supports, connections, span, applied loads, attachment points, rigging, ballast or anchorage, venue conditions, and applicable code requirements with a licensed structural engineer before use.
Current documentation: Product specifications, included hardware, compatibility information, and availability are subject to change. Verify current product drawings, manufacturer instructions, connection hardware, and applicable engineering information before ordering, assembling, or using this product.
System Responsibility
Capacity Comes from the Completed Configuration.
This 8.20 ft / 2.5 m section does not establish an independent span or load rating for a finished structure. Determine capacity from the complete arrangement, including connected components, span, orientation, supports, attachment locations, rigging method, applied loads, graphics panels, monitors, lighting, and venue or show-site requirements.
Frequently Asked Questions
EVT290S-250 Questions.
Why choose an 8.20 ft / 2.5 m straight truss section?
Choose this section when a compatible 290 mm square-truss booth or exhibit design calls for a 2.5 m member. It provides controlled spacing for trade show booths, custom modular exhibits, backwalls, overhead branding, and booth lighting grids.
Can this section be used in a trade show booth?
It may be used as one component of a compatible completed booth or exhibit structure. Confirm the exhibitor manual, event organizer requirements, venue rules, booth height limits, rigging restrictions, ballast or anchorage, and required project review before installation.
What does the load-span reference apply to?
It applies only to a completed compatible 290 mm square-truss run configured as a simply supported beam under the published assumptions. It does not independently rate this section, a booth structure, a hanging sign, a ground-support system, or a mixed-component assembly. A licensed structural engineer must review every truss system before use.
What conical connection hardware is included?
Each EVT290S-250 section includes 4 conical couplers, 8 coupler pins, and 8 r-clips for compatible conical connections.
Planning a trade show booth or custom modular exhibit?
Contact us for matching straight sections, corners, base plates, compatible 1.96 in / 50 mm clamps, current technical documents, quantity pricing, and exhibit-project coordination.
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