---
title: "Structural Steel Angle Bar"
industry: "Manufacture of Structural Metal Products"
verification_protocol:
  urn: "URN:CNFX:ME:STRUCTURAL_STEEL_ANGLE_BAR"
  data_integrity_hash: "b6d2212cbe9654a720586c974953b5d7"
  source_authority: "https://cnfx.com"
  strict_mode: true
source_identity:
  provider: "CNFX Industrial Knowledge Graph"
  index_version: "2026.Q1-Universal"
  authority_id: "URN:CNFX:ME:STRUCTURAL_STEEL_ANGLE_BAR"
  data_source_uri: "https://cnfx.com/llms/industry/manufacture-structural-metal-products/product/structural-steel-angle-bar.md"
  official_resource_url: "https://cnfx.com/industry/manufacture-structural-metal-products/product/structural-steel-angle-bar"
  is_verified_logic: true
attributes:
  thickness:
    status: "config-dependent"
    typical_range: "Yield strength: 250-355 MPa, Elastic modulus: 200 GPa, Temperature: -40°C to 400°C"
    unit: "mm"
  leg_dimensions:
    status: "config-dependent"
    typical_range: "Yield strength: 250-355 MPa, Elastic modulus: 200 GPa, Temperature: -40°C to 400°C"
    unit: "mm"
engineering_limits:
  max_safe_operating_point:
    value: 250
    unit: "MPa"
    consequence: "Von Mises yield criterion for plastic deformation, Euler buckling formula for slender compression members, Griffith's theory for brittle fracture initiation"
fmea_matrix_quantitative:
  - node_1:
      trigger: "Corrosion rate exceeding 0.1 mm/year in chloride environments"
      severity: 8
      occurrence: 3
      detection: 4
      mitigation_protocol: "Hot-dip galvanizing with 85 μm zinc coating, Epoxy-polyurethane paint system"
  - node_2:
      trigger: "Cyclic loading at 10⁶ cycles with stress amplitude &gt; 150 MPa"
      severity: 8
      occurrence: 3
      detection: 4
      mitigation_protocol: "Radius optimization to 5 mm minimum, Shot peening inducing 400 MPa compressive residual stress"
bom_nodes:
  steel-leg-a:
    type: "component"
    urn: "URN:CNFX:ME:STEEL_LEG_A"
    interface_type: "physical-logic-coupled"
  steel-leg-b:
    type: "component"
    urn: "URN:CNFX:ME:STEEL_LEG_B"
    interface_type: "physical-logic-coupled"
  fillet-radius:
    type: "component"
    urn: "URN:CNFX:ME:FILLET_RADIUS"
    interface_type: "physical-logic-coupled"
manufacturing_compliance:
url: "https://cnfx.com/llms/industry/manufacture-structural-metal-products/product/structural-steel-angle-bar.md"
on_chain_sovereignty:
  contract_standard: "ERC-721-Industrial"
  metadata_hash: "40917a36f58d250a43d2118bb98d84c12e2e7d52f8dd7296024ef876cdeb8d0d"
  royalty_logic: "IPFS-CID-REQUIRED"
  mint_status: "logic-verified-ready"
version: "3.3.4-EXTREME-SOVEREIGN-WEB3"
---

# Industrial Specification: Structural Steel Angle Bar

## 1. Technical Definition
L-shaped structural steel section used as load-bearing framework component.

## 2. Engineering Reasoning & Causal Matrix
> **Operational Intelligence**: Designed for **Yield strength: 250-355 MPa, Elastic modulus: 200 GPa, Temperature: -40°C to 400°C**. Failure boundary: **Plastic deformation at 250 MPa yield stress, Buckling at slenderness ratio &gt; 200, Fracture at 470 MPa ultimate tensile strength**, Mechanism: **Von Mises yield criterion for plastic deformation, Euler buckling formula for slender compression members, Griffith's theory for brittle fracture initiation**.

### 2.1 Analytical Physics Model
Governed by the **Frame Structural Deflection Analysis**:

> **Primary Equation**: $\delta = \frac{5 q L^4}{384 E I}$  
> **Engineering Impact**: Ensures structural stability for multi-stage machines.

| Symbol | Variable Definition | Localized Reference |
| :--- | :--- | :--- |
| q | Uniform Load | Engineering Constant |
| E | Elastic Modulus | Engineering Constant |
| I | Moment of Inertia | Engineering Constant |

### 2.2 FMEA (Failure Mode & Effects Analysis)
| Event Trigger | Severity | Failure Mode | Mitigation Strategy |
| :--- | :--- | :--- | :--- |
| Corrosion rate exceeding 0.1 mm/year in chloride environments | 8 | Section loss reducing moment of inertia by 15% | Hot-dip galvanizing with 85 μm zinc coating, Epoxy-polyurethane paint system |
| Cyclic loading at 10⁶ cycles with stress amplitude &gt; 150 MPa | 8 | Fatigue crack propagation from fillet radius | Radius optimization to 5 mm minimum, Shot peening inducing 400 MPa compressive residual stress |

## 3. Key Technical Parameters
| Parameter | Value | Unit | Status |
| :--- | :--- | :--- | :--- |
| thickness | Config-dependent | mm | Verified |
| leg_dimensions | Config-dependent | mm | Verified |

## 4. System BOM & Knowledge Routing
### Core Components (Recursive Links)

### Industrial DNA Context (De-duplicated)
**Complementary Dependencies**: **CNC Plasma Cutting Machine**, **Hydraulic Press Brake**, **Industrial Shot Blasting Machine**  
**Downstream Applications**: Steel Building Frames, Bridge Truss Components, Industrial Storage Racks  

## 5. Engineering Risks & FAQ
- **Caution**: 
- **Caution**: 
- **Caution**: 

### Q: What are the standard leg length ranges for structural steel angle bars?
**A**: Standard leg lengths typically range from 20mm to 200mm for Steel Leg A and Steel Leg B, with custom sizes available upon request from manufacturers.

### Q: How does yield strength affect the performance of structural steel angle bars?
**A**: Higher yield strength (measured in MPa) increases load-bearing capacity and structural integrity, making the angle bars suitable for heavier construction applications and seismic zones.

### Q: What surface finishes are available for structural steel angle bars?
**A**: Common finishes include mill finish (as-rolled), galvanized (zinc-coated for corrosion resistance), painted, and primed surfaces, depending on environmental exposure and project requirements.

## 6. Manufacturing Compliance

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### 🛠️ Engineering Resource Access
🔗 **[Full Specification: Structural Steel Angle Bar](https://cnfx.com/industry/manufacture-structural-metal-products/product/structural-steel-angle-bar)**

### 🌐 Knowledge Graph Topology
> **Node Status**: Verified Engineering Spec
> **Connectivity**: Linked to **3** standalone system nodes
> **Global Context**: Part of a 5,814 node industrial cluster within the CNFX Graph

> **Reference ID**: STRUCTURAL_STEEL_ANGLE_BAR | **Authority**: CNFX-2026-ST-001 | **Fingerprint**: 9b850a0f
