13.179. PRETS179 - Pretension

Matrix or Vector	Shape Functions	Integration Points
Stiffness Matrix	None	None

Load Type	Distribution
Pretension Force	Applied on pretension node K across entire pretension section

13.179.1. Introduction

The element is used to represent a two or three dimensional section for a bolted structure. The pretension section can carry a pretension load. The pretension node (K) on each section is used to control and monitor the total tension load.

13.179.2. Assumptions and Restrictions

The pretension element is not capable of carrying bending or torsion loads.