- 2074 Bhadra · 4 marks
Components of a suspension bridge
Short answer
The main components include main cables, towers, saddles, suspenders (hangers), stiffening girder, deck and floor system, anchorages, side spans and back stays, wind cables and ties, and bearings. The main cables carry the load in tension over saddles on towers; suspenders transfer deck loads; the stiffening girder distributes loads; anchorages resist horizontal pull.
Enlist the different components of a suspension bridge.
The main parts of a suspension bridge are:
- Main cables: two or more parabolic (or catenary) cables of high-tensile steel wire that carry the whole load in tension and pass over the towers to the anchorages.
- Towers (pylons): steel or reinforced concrete columns that support the cables through saddles at their tops and transfer the vertical load to the foundations.
- Saddles: castings at the tower tops (and at the splay points) on which the cable rests; they allow the cable to slide or roll and so keep the tower free from bending.
- Suspenders (hangers): vertical ropes or rods that transfer the load from the deck or stiffening girder to the main cable.
- Stiffening girder (or truss): a beam or truss along the deck that distributes concentrated loads, reduces local deflection and prevents the cable from changing shape under moving loads (three-hinged, two-hinged or unhinged).
- Deck (roadway) and floor system: floor beams and slab that carry the traffic.
- Anchorages (anchor blocks): massive concrete blocks or rock anchors at the ends of the cables that resist the horizontal pull and any uplift.
- Side spans and back stays: cable portions from the tower to the anchorage.
- Wind cables, wind ties and bracing: lateral cables and bracing that resist wind forces.
- Bearings and expansion joints: at the towers and abutments for movement of the deck.
tower tower
|| main cable ||
anchor || .--------.______.--------.|| anchor
block<--||-' | | | | | | | '-||-->block
|| hangers (suspenders) ||
======||=== stiffening girder + deck ===||======
|| ||
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Suspension 200 m: max/min tension, cable length · Theory of Structures I, chapter 7 · asked 3×
- Suspension 100 m: max/min tension, SFD, BMD · Theory of Structures I, chapter 7 · asked 3×
- Suspension 400 m: max/min tension, cable length · Theory of Structures I, chapter 7 · asked 3×
- Suspension 100 m: UDL on right half, SF and BM at 20 m · Theory of Structures I, chapter 7 · asked 2×
- Suspension 120 m: UDL on left half, SF and BM at 30 m · Theory of Structures I, chapter 7 · asked 2×
- Suspension 100 m: SF and BM at 30 m, tension · Theory of Structures I, chapter 7
- Suspension bridge triangle ABC; span AB · Surveying I, chapter 7
- Bheri river suspension bridge collapse · Engineering Professional Practice, chapter 7
- Bridge site factors and components with sketches · Transportation Engineering II, chapter 5
- Bridge components sketch; river bank protection · Transportation Engineering II, chapter 5