Structural Engineering Concepts: Supports, Stress, Vibration

Types of Structural Supports

1. Pinned Support

A pinned support, also known as a hinge support, allows rotation but restricts translational movement in any direction.

Characteristics:

  • Resists horizontal and vertical forces
  • Allows rotation
  • Commonly represented in diagrams as a triangle or a hinge symbol

Applications:

  • Trusses: Pinned supports are often used in truss structures, such as bridges, to allow for some degree of rotation while ensuring stability.
  • Beams: In structural frames, pinned supports provide
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Structural Mechanics: Key Concepts and Definitions

Isotropic: An isotropic material behaves the same in all directions.

Anisotropic: Direction-dependent materials are anisotropic – not isotropic.

Bearing Stress: Internal stress caused by compressive forces (contact pressure between separate bodies).

Center of Mass: The point at which there is equal mass in all directions.

Centroid: The point at which there is equal volume on all sides, first moment area (ydA).

Characteristics of a Force: Location/point of application (dimensions), magnitude (units),

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Understanding Architectural Floor Plans and Key Terms

Understanding Architectural Floor Plans

In architecture and building engineering, a floor plan is a technical drawing to scale, showing a view from above of the relationships between rooms, spaces, and other physical features at one level of a structure. Dimensions are usually drawn between walls to specify room sizes and wall lengths. Floor plans may also include details of fixtures such as sinks, water heaters, furnaces, and similar items. They can incorporate notes for construction specifying

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Mechanics of Materials: Stress, Strain, and Torsion

Chapter 1-4 Summary

Chapter 1: Friction and Belts

FBD (Free Body Diagrams) are starters for all questions!

For friction, Fr = μ x N, where three surface conditions exist: smooth dry, rough dry, and lubricated surfaces.

For friction between coaxial discs, let the friction on an infinitesimal element of area be δF = (2π x δr)p x μ. The frictional torque on the element of area is δT = r x δF. For the whole disc:

T = 2πμ∫r1r2 r2 p dr, where p varies with r.

Case 1: If p is constant, then T = (2π/

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Mechanism Balancing: Total and Partial Methods Explained

Mechanism Balancing: Total and Partial Methods

Mechanism balancing aims to eliminate or mitigate the effects of inertia forces. Achieving a complete balance isn’t always feasible or desirable due to economic factors. Therefore, we can distinguish between two approaches:

  • Total Balance: Completely cancels forces and moments of inertia acting on the frame.
  • Partial Balance: Reduces, but doesn’t eliminate, the effects of inertia on the frame.

Total Balance Methods

There are three methods to achieve total

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Construction Quality Assurance and Improvement

505A – Final Exam Revision

1. Causes of Unsatisfactory Results in Construction

a. List and Identify Two Causes of Unsatisfactory Results

  • Human Errors: Mistakes made by workers during various stages of construction.
  • Low-Quality Materials: Using substandard materials that do not meet project specifications.

b. Describe the Sources of Data Used to Identify Defects

  • Knowledge of understanding the cause and cost of defects.
  • Computer modeling and technology to assess and identify defects.

c. Describe the Process

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