Lesson 1: Introduction to Shearwalls
Lesson 4: Shearwall Design: Capacity vs. Deflection Based Force Distribution
Résumé du cours

Conception d'un mur de cisaillement simple : Un exemple

Introduction

This lesson demonstrates how to model a single shearwall, manually apply seismic or wind loads, and account for additional forces like uplift and dead loads. Initially, the design fails under a 35 kN wind load, but increasing plywood thickness resolves the issue. Manually adding wind uplift increases hold-down demands, while incorporating dead loads counteracts uplift, reducing hold-down forces by over 20%. The Program also differentiates between openings and non-shearwalls, affecting dead load distribution and overall design outcomes.

Résultats de l'apprentissage

A la fin de cette leçon, vous serez capable de :

  • Explain how to model a single shearwall and manually apply seismic, wind, and supplementary loads in Shearwalls.
  • Analyze the impact of wind and vertical forces on shearwall capacity and hold-down demands.
  • Demonstrate how to adjust shearwall materials and thickness to meet structural design requirements.
  • Compare the program’s treatment of dead loads for openings versus non-shearwall segments and its effect on design outcomes.

Vidéo d'instruction

Video Run Time: 08:35 minutes

This video utilizes one project file and it is available for download below.