Concrete slab thickness OWSJ
January 24, 2026Negative Moment in Open Web Steel Joists (SJI) | ODKA vs NIAZIT
January 28, 2026Comparison of Bridging Systems and Joen Reinforcement Bars in Joist Floor Systems (Iran vs Europe & USA)
In joist floor systems, one of the most common technical misunderstandings in Iran is considering Joen reinforcement bars to be equivalent to what is internationally known as Bridging.
Although these elements may appear similar in terms of location, they differ fundamentally in design philosophy, structural behavior, and performance.
What Is Bridging in Joists? (Europe & USA)
Bridging refers to structural members installed between joists in order to:
Control lateral buckling of joists
Reduce torsional instability
Increase local lateral stiffness of the floor system
Control vibrations before concrete placement or even in non-composite systems
Bridging is commonly installed in two forms:
X-Bridging (Diagonal Bridging)
Horizontal Bridging
A critical characteristic of Bridging is that:
❗ Bridging is not embedded in concrete and performs independently of the concrete slab.
This system is widely used in Open Web Steel Joists (OWSJ) designed in accordance with SJI specifications, as well as in timber joist systems in Europe and North America.
What Is Joen Reinforcement? (Common Practice in Iran)
Joen reinforcement bars, also known as transverse ties, are a conventional solution in Iranian joist–block floor systems. These bars:
Are installed as reinforcing steel bars
Become fully embedded in concrete after casting
Rely entirely on concrete hardening for their performance
The primary functions of Joen bars include:
Post-concrete integration of joists
Distribution of gravity loads
Reduction of cracking and service-stage vibrations
Joen reinforcement has no effective structural role before concrete curing and, unlike Bridging, does not control joist lateral buckling.
Key Differences Between Bridging and Joen Bars
| Comparison Criteria | Bridging | Joen Reinforcement |
|---|---|---|
| Design philosophy | Stability and buckling control | Floor integration |
| Activation stage | Before concreting | After concrete curing |
| Dependency on concrete | Independent | Fully dependent |
| Structural function | Lateral & torsional restraint | Local gravity load sharing |
| Reference standards | SJI / Eurocode | Iranian National Codes |
| Possibility of eliminating concrete web | Yes | No |
Why Is Bridging Less Common in Iran?
The limited use of Bridging in Iran is primarily due to the historical dominance of concrete joist–block systems, where concrete provides the main source of stability.
However, with the introduction of modern systems such as Open Web Steel Joists (OWSJ), the use of Bridging becomes a structural necessity rather than an optional detail.
Bridging Terminology and Its Interpretation in Iran
In international engineering terminology, Bridging means lateral bracing of joists, and conceptually can be interpreted as:
Inter-joist bracing or joist restraint bars
Nevertheless, this concept has not been fully adopted in Iran and is commonly replaced by Joen reinforcement bars.
Current Practice in NIAZIT Joist Systems
At present, in most Iranian projects:
NIAZIT joists are installed together with Joen reinforcement bars embedded in concrete
This practice is driven by contractor familiarity and limited awareness of Bridging design principles
From an engineering standpoint, OWSJ systems are inherently intended to use steel Bridging independent of concrete.
Use of Bridging According to SJI Provisions
According to the Steel Joist Institute (SJI):
Horizontal or X-Bridging is mandatory for controlling joist lateral buckling
Bridging spacing depends on span length, joist type, and loading conditions
Conceptual SJI Bracing Relationship
SJI provisions conceptually control maximum unbraced length as:
Lb ≤ C × L
Where:
Lb = Unbraced length (Bridging spacing)
L = Joist span
C = Coefficient based on joist type and loading
Typically:
Bridging is required at mid-span or third points
Long spans require multiple rows of Bridging
This demonstrates that Bridging in SJI is a designed structural system, not merely a construction practice.
Technical Advantages of Bridging in NIAZIT Joists (Engineering Box)
Design Note – NIAZIT OWSJ
Using properly designed Bridging systems in NIAZIT Open Web Steel Joists in accordance with SJI provides:
Effective control of joist lateral buckling independent of concrete
Increased construction-stage safety before concrete placement
Potential for increased joist spacing under controlled design conditions
Reduced reliance on embedded Joen reinforcement
Improved vibration performance in long spans
Full alignment with OWSJ design philosophy
Final Conclusion
Bridging refers to inter-joist lateral bracing acting independently of concrete
Joen reinforcement is a post-concrete solution commonly used in Iran
NIAZIT joists are currently executed with Joen bars due to local practice
SJI fully permits and regulates Bridging systems for open web joists
Implementing Bridging elevates NIAZIT floor systems to international engineering standards

