Common Lateral Design Terms for Structural Engineers

September 6, 2024 | 3 min read

Lateral design ensures that buildings and structures can withstand forces from wind, earthquakes, and other horizontal forces. Understanding key terms in lateral design is essential for effective communication and design. Here’s a breakdown of the most common lateral design terms every structural engineer should know.

1. Lateral Load

Lateral loads are horizontal forces acting on a structure, usually caused by wind, earthquakes, or other external pressures. These forces push sideways, requiring proper design to prevent movement or collapse.

Examples:

  • Wind Loads: From wind pressure acting on the structure.
  • Seismic Loads: Resulting from earthquake activity.

2. Base Shear

Base shear is the total horizontal force a structure experiences at its base due to lateral loads. It is a key factor in seismic design, representing the overall lateral force from an earthquake.

Formula for calculating seismic base shear according to ASCE 7: V = CₛW, where V is base shear, Cₛ is the seismic response coefficient, and W is the effective seismic weight of the structure.

(V = CₛW, where V is base shear, Cₛ is the seismic response coefficient, and W is the effective seismic weight of the structure.)

3. Moment Frame

A moment frame resists lateral forces through bending of beams and columns. Joints between beams and columns transfer bending moments, allowing the frame to flex and absorb energy during lateral events.

4. Braced Frame

A braced frame uses diagonal braces to transfer lateral forces to the foundation. Braces stiffen the structure and limit movement during wind or seismic events.

Types:

  • Concentric Bracing: Braces meet at a common point.
  • Eccentric Bracing: Braces do not meet, allowing for more flexibility.

5. Shear Wall

A shear wall is a vertical element designed to resist lateral forces through shear and bending. Shear walls provide stiffness and strength and are often used in buildings located in seismic zones.

6. Diaphragm

A diaphragm is a horizontal element (like a floor or roof) that transfers lateral loads to vertical systems, such as shear walls or braced frames.

Types:

  • Rigid Diaphragm: Assumes uniform force distribution.
  • Flexible Diaphragm: Distributes forces based on tributary areas.

7. Load Path

The load path refers to the route lateral forces take through a structure. A clear load path ensures that forces are transferred from the point of application (roof or walls) to the foundation.

8. Drift

Drift is the horizontal displacement of a structure under lateral loads. Excessive drift can cause structural damage or discomfort for occupants. Drift is a key consideration in high-rise and seismic design.

9. Damping

Damping is the reduction of movement caused by lateral forces, such as those from wind or earthquakes. It reduces vibrations and increases stability.

10. Seismic Zoning

Seismic zoning classifies regions based on their earthquake risk. Engineers use seismic zones to design buildings that can resist earthquakes, adjusting requirements based on risk.

Conclusion

Knowing these key lateral design terms is crucial for engineers designing structures that resist wind, seismic, and other horizontal forces. By understanding these terms, engineers can design buildings that meet safety standards and perform well under lateral loads.

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