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Related Concept Videos

Unsymmetric Loading of Thin-Walled Members: Problem Solving01:07

Unsymmetric Loading of Thin-Walled Members: Problem Solving

The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
Internal Loadings in Structural Members: Problem Solving01:28

Internal Loadings in Structural Members: Problem Solving

When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal loadings...
Method of Joints: Problem Solving II01:30

Method of Joints: Problem Solving II

Consider a truss structure with frictionless joints fixed to a wall and roller support. If a force of 150 N is applied to joint A, the forces in each member of the truss can be determined using the method of joints.
Method of Joints: Problem Solving I01:30

Method of Joints: Problem Solving I

The method of joints is a commonly used technique to analyze the forces in structural trusses. The method is based on the principle of equilibrium, which assumes that the truss members are connected by frictionless pins. The forces at each joint can be determined by considering the equilibrium of the forces acting on that joint. Consider a truss structure with two forces of 20 N and 10 N acting at joints C and D, respectively. The method of joints can be used to determine the forces FCB, FDC,...
Optimization Problems01:26

Optimization Problems

Optimization problems often involve identifying maximum or minimum values under specific constraints. A well-known example is determining the longest horizontal pipe that can be moved around a right-angled corner, where a 3-meter-wide hallway meets a 2-meter-wide hallway. This scenario, common in architectural design and industrial transport, can be understood conceptually through geometric and trigonometric reasoning.To visualize the problem, consider the pipe as a straight line that touches...
Hyperbolic and Inverse Hyperbolic Functions: Problem Solving01:30

Hyperbolic and Inverse Hyperbolic Functions: Problem Solving

An arched gate can be effectively modeled using a hyperbolic cosine profile because this type of function is smooth and symmetric about the vertical axis. When the arch is centered at the origin, its maximum height occurs at the center point. This symmetry ensures that any height below the crown of the arch is reached at two horizontal positions that are equal in distance from the centerline but lie on opposite sides.To determine where the gate reaches a height of five meters, the height of the...

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Related Experiment Video

Updated: May 11, 2026

Designing CAD/CAM Surgical Guides for Maxillary Reconstruction Using an In-house Approach
08:01

Designing CAD/CAM Surgical Guides for Maxillary Reconstruction Using an In-house Approach

Published on: August 24, 2018

Solving complex full-arch cases with simple solutions.

Vincenzo Bucci Sabattini1, Andrea Mascolo, Paresh B Patel

  • 1University of Milan, Italy. vbs@cdcmagentino.it

Dentistry Today
|May 11, 2013
PubMed
Summary
This summary is machine-generated.

A novel technique for immediate implant-supported bridges with flat abutments ensures a superior passive fit. This method, followed for five years, showed no biological or biomechanical complications, offering excellent aesthetics.

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Area of Science:

  • Dentistry
  • Prosthodontics
  • Implantology

Background:

  • Immediate loading protocols for implant-supported prostheses are gaining traction.
  • Achieving a passive fit is crucial for long-term success and complication avoidance.

Observation:

  • A case report details a new technique for immediate loading of an implant-supported fixed screw-retained bridge using flat abutments.
  • The definitive prosthesis was placed within 72 hours of surgery.

Findings:

  • The technique facilitated a superior passive fit for the implant-supported bridge.
  • Five-year follow-up data revealed no biological or biomechanical complications.
  • Excellent aesthetic outcomes were achieved with the prosthetic bridge.

Implications:

  • This technique offers a viable option for immediate implant loading, potentially improving patient satisfaction and treatment efficiency.
  • The reported success suggests this method could be a reliable approach for complex prosthetic restorations.
  • Further research validating this technique in larger cohorts is warranted.