Profile 01
- A
- 609.6
- B
- 28.58
- t1 / t2
- 4.5 / 4.5
Wide shallow panel with repeated underside webs and an edge joint.
F1-STRUX· Deck panels
Structural FRP deck panels: 12 cross-section families
Closed-profile fiberglass deck panels separated from open pultruded grating — compare 12 neutral section drawings, nominal A/B/t1/t2 values, joint geometry and project-release requirements.
FIG. 1 Closed-profile deck panel
Deck sections are not open-mesh grating
Structural FRP deck panels use a continuous top surface, repeated underside webs and profile-specific edge geometry. They are evaluated as a deck system with support, joint and connection requirements — not as an I-bar or T-bar grating panel.
The attached source sheet shows 12 variants. F1 has removed the source logo and internal identifiers and publishes only neutral Profile 01–12 references, the section images and the stated A/B/t1/t2 values. No tolerance, unit, material, load, span, fire or waterproofing claim is inferred.
Twelve deck profile drawings and A/B/t1/t2 values
Profiles are kept separate even when their numeric values match because the joint and edge geometry differs. The source did not state a unit, so the values below are intentionally unitless until confirmed on an approved drawing.
Source note The source sheet labels A, B and t1/t2 but does not state their engineering definitions, unit, tolerance, material, capacity or span. Treat these as nominal drawing values only; the approved F1 drawing controls the project.
Profile 02
- A
- 540
- B
- 28
- t1 / t2
- 4 (single value shown)
Shallow panel with repeated underside webs and a formed edge return.
Profile 03
- A
- 500
- B
- 40
- t1 / t2
- 4 / 5
Deep multi-web section with closely spaced internal ribs.
Profile 04
- A
- 500
- B
- 40
- t1 / t2
- 4 (single value shown)
Multi-cell section with interlocking edge geometry.
Profile 05
- A
- 309
- B
- 26
- t1 / t2
- 3.5 / 3.5
Narrow shallow panel with repeated webs and a stepped edge.
Profile 06
- A
- 304.8
- B
- 54.15
- t1 / t2
- 6.3 / 6.3
Deep narrow section; shares the source outline with Profile 07 but uses a different thickness set.
Profile 07
- A
- 304.8
- B
- 54.15
- t1 / t2
- 5 / 4.5
Deep narrow section; distinct thickness variant from Profile 06.
Profile 08
- A
- 500
- B
- 40
- t1 / t2
- 2.8 / 4
Wide multi-web section; shares the source outline with Profile 09 at a different width.
Profile 09
- A
- 450
- B
- 40
- t1 / t2
- 2.8 / 4
Width variant of the Profile 08 source geometry.
Profile 10
- A
- 462
- B
- 40
- t1 / t2
- 2.8 / 4
Asymmetric closed-edge section with internal webs.
Profile 11
- A
- 450
- B
- 40
- t1 / t2
- 2.8 / 4
Interlocking-edge geometry distinct from Profiles 09 and 12 despite matching nominal values.
Profile 12
- A
- 450
- B
- 40
- t1 / t2
- 2.8 / 4
Flat-edge geometry distinct from Profiles 09 and 11 despite matching nominal values.
Four checks before selecting a deck section
- Check 1
Confirm drawing units
The source sheet does not state a unit. Confirm the unit for A, B and t1/t2 before using any value in an RFQ, model or approval drawing.
- Check 2
Select the joint geometry
Profiles with matching A/B/t values can still have different edge returns, cavities and interlocks. Choose from the section image, not dimensions alone.
- Check 3
Define the structural duty
Provide span, support width, uniform and patch loads, load footprint, deflection limit, vibration and any fatigue requirement. The section sheet is not a load table.
- Check 4
Issue an approved section
Resin, reinforcement, surface, tolerance, fire, slip, connection and capacity must be stated on the project-approved F1 drawing and order datasheet.
Questions buyers ask
What is the difference between an FRP deck panel and pultruded FRP grating?
A deck panel is a closed-surface or closed-profile section with internal webs and project-specific edge geometry. Pultruded grating is an open-drainage panel assembled from one-way I-bar or T-bar bearing members and cross-rods. Their dimensions, joints, connections and design checks are different, so F1 now documents them on separate product pages.
What do A, B and t1/t2 mean on the deck section cards?
They are the dimension labels used by the supplied source drawing. The source does not define their engineering meaning or measurement unit. F1 therefore reproduces the nominal values without assigning a unit or interpretation; the approved project drawing must define every dimension.
Why are Profiles 09, 11 and 12 kept separate when their values match?
All three show A 450, B 40 and t1/t2 2.8/4, but their edge and joint geometries are different. They cannot be merged or substituted based on the numeric columns alone.
Are these 12 deck profiles stocked F1 SKUs?
No stock or tooling claim is made by this page. Profile 01–12 are neutral public references derived from the supplied section sheet after removing its internal IDs. F1 confirms tooling status, minimum order, material system and production availability during quotation.
Do these section drawings provide span or load capacity?
No. The source sheet provides only the section image and A/B/t1/t2 values. A project needs a separate load/deflection table or engineering calculation tied to the selected material, reinforcement, support condition and load footprint.
Can structural FRP deck panels be used on pedestrian bridges?
They can be evaluated for pedestrian bridges, access decks and replacement-deck systems, but the product section alone does not establish suitability. The bridge engineer must check the governing loads, deflection, vibration, joint load transfer, anti-slip surface, drainage, fire requirements and support connections.
Are the deck panels waterproof?
This page does not claim a waterproof assembly. A closed top reduces through-openings, but water tightness depends on panel joints, end closures, penetrations, sealants, slope, drainage and tested assembly details.
Quote structural deck panels
Send the candidate profile, the spans and loads, the exposure and the destination. We reply within one business day; a formal quotation follows once the specification and delivery are reviewed.
- Profile and drawing unit
- The candidate Profile 01–12, or the joint you need, with the unit for A, B and t1/t2 confirmed.
- Spans and loads
- Clear support spacing, deck width and length, uniform, point and wheel loads, the load footprint and the deflection or vibration limit.
- Exposure and surface
- Resin, outdoor or chemical exposure, anti-slip surface, fire requirement and color.
- Connections and delivery
- Hold-downs and support connections, the approval drawing or calculation package needed, quantity and destination.