fbpx

A jelenlegi kedvező áron december 15-ig juthatsz hozzá a szoftverhez, bővítheted a csomagod. Részletekért kattints!

Lateral torsional buckling of a member with mono-symmetric I-section - Verification example

Introduction

This verification example studies a simple fork supported beam member with welded section (flanges: 200-12 and 100-12; web: 400-8) subjected to bending about major axis. Constant bending moment due to concentrated end moments and triangular moment distribution from concentrated transverse force is examined for both orientations of the I-section. Critical moment and force of the member is calculated by hand and by the Consteel software using both 7 DOF beam finite element model and Superbeam function.

Please log in to view this content.
Online service access and support options are based on subscription plans. If you cannot view this content, contact our sales department to upgrade your subscription.

Back

Iratkozz fel, hogy mindig naprakész légy a Consteel híreivel kapcsolatban