Truss Bridge Span: Definition and Determinants

Definition

The **bridge span** of a truss bridge is the **horizontal distance between the centerlines of its two main support bearings** (piers or abutments). It's the clear opening the truss must bridge without intermediate support.

What Span Includes/Excludes

  • Includes: Main truss structure between bearings
  • Excludes: Approach spans, approach slabs, wing walls, embankments
  • Multi-span truss bridges: Each span measured separately (pier to pier)

Span Ranges by Truss Type

Factors Determining Maximum Span

  • Material: Steel > wrought iron > timber
  • Depth-to-span ratio: Typically 1:6 to 1:10 (deeper = longer possible)
  • Load requirements: Railway (heavier) vs. highway vs. pedestrian
  • Fabrication/erection: Transport limits, crane capacity
  • Buckling resistance: Compression member slenderness
  • Fatigue life: Stress range at details

Span vs. Total Length

Span = single clear distance between supports. Total length = sum of all spans + approaches. A 10-span truss viaduct might have 50 m spans but 600 m total length.

Design Process

  1. Site topography → pier locations → required spans
  2. Load analysis → member forces per span
  3. Truss type selection → depth optimization
  4. Member sizing → connection design → camber calculation
  5. Constructability check → finalize

Key Insight

Span is the primary structural challenge. Everything—depth, weight, cost, complexity—scales nonlinearly with span. That's why continuous trusses and cable-supported systems dominate long spans today.

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Truss TypeTypical Span RangeMax Achieved
Pratt / Warren (standard)30-100 m~150 m
Parker (curved top)60-150 m~180 m
Pennsylvania / Petit (subdivided)100-200 m~200 m
K-truss100-200 m~210 m
Baltimore60-150 m~160 m
Continuous trussesUp to 300+ m549 m (Ikitsuki Bridge, Japan)