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CDT: Crown and Bridge: Preparation Principles and Fixed Prosthesis Design

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Crown and Bridge: Preparation Principles and Fixed Prosthesis Design

Core concepts

Fixed prosthodontics is governed by retention (resistance to withdrawal along the path of insertion), resistance (resistance to lateral and tipping forces), and structural durability. The classic preparation parameters are a total occlusal convergence of about 6–10 degrees, adequate occlusal reduction (roughly 1.5–2 mm on functional cusps, 1–1.5 mm elsewhere), and a defined finish line - chamfer for metal and metal-ceramic, shoulder or deep chamfer for all-ceramic. Margin placement must respect the biologic width. Provisionals protect the pulp, maintain position and allow occlusal verification before the definitive restoration. For fixed partial dentures you must understand pontic design (ovate, modified ridge lap, sanitary), connector size and rigidity, and abutment selection.

Traps

Ante's law is quoted as if absolute; it is a guideline, not a rule, and questions test whether you know root surface area, crown-root ratio and periodontal status also matter. Other traps: overtapered preparations described as "improving seating," undercut axial walls, connectors placed too close to the gingival embrasure, and rigidly connecting a pier abutment without considering the fulcrum effect. Cantilever designs are frequently misapplied to long spans or parafunctional patients.

Rule of thumb

Aim for 1.5–2 mm of ferrule wherever a post or core is considered; a preparation with less than 1 mm of supragingival axial dentine around the margin is a fracture waiting to happen, regardless of how retentive it looks.

Worked example

A five-unit bridge spans a pier abutment (second premolar) with edentulous spaces mesial and distal. Because the pier acts as a fulcrum under occlusal load, a nonrigid connector is placed on the distal aspect of the pier (the larger retainer), converting the design into a safer configuration. The examiner's key point is not the connector type alone but the reason: stress concentration at the pier.