Problem Description |
Problem |
Solution |
Video |
Resultant of Multiple
Forces
This problem finds the resultant force (magnitude and direction)
for several forces intersecting at the same point |
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Link (Part 1)
Link (Part 2) |
Particle Equilibrium
Finds the reaction force (magnitude and direction) for several
forces intersecting at the same point |
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Link |
Working with Moment
Couples
This problem finds the reactions for a rigid body with a moment
couple of forces |
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Link |
Rigid Body Equilibrium
Finds the reactions for a rigid body and checks if it is
determinate |
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Link |
Method of Joints for
Truss (Problem 1)
Uses method of Joints to solve for member forces and reactions
in a deeterminate truss |
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Link |
Method of Joints for
Truss (Problem 2)
Uses method of Sections to solve for member forces and reactions
in a deeterminate truss |
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Link |
Method of Sections for
Truss (Problem 1)
Uses method of Sections to solve for member forces and reactions
in a deeterminate truss |
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Link |
Method of Sections for
Truss (Problem 2)
Uses method of Sections to solve for member forces and reactions
in a deeterminate truss |
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Link |
Method of Sections for
Truss (Problem 3)
Uses method of
Sections to solve for member forces and reactions in a
deeterminate truss |
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Link |
Shear and Moment
Diagrams - Section Cuts
Finds the shear and moment diagrams for a determinate beam using
section cuts |
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Link |
Shear and Moment
Diagrams - Direct Integration
Finds the shear and moment diagrams for a determinate beam using
integration of load and boundary conditions |
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Link |
Shear and Moment
Diagrams - Graphical Technique
Finds the shear and moment diagrams for a determinate beamn
using graphical techiques based on orders of curves |
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Link |
Frame Reactions
(Problem 1)
Finds the reactions for a determinate frame |
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Link |
Frame Reactions
(Problem 2)
Finds the reactions for a determinate frame |
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Link |
Moment of Inertia and
Centroid of an Area Bound by a Function
Uses integration to determine properties of a shape with 1st and
2nd moments of areas |
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Link |
Moment of Inertia and
Centroid of a Simple Composite Shape
Uses parallel axis theorem and 1st moment of area to determine
shape properties for a composite shape made from simple shapes |
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Link |