You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 7 Next »

Stress due to Gravity

Created using ANSYS 13.0

Problem Specification

Unknown macro: {composition-setup}

cloak.toggle.type = none

Unknown macro: {cloak}

Highlight each line of the above panel and insert the appropriate links to the other pages of your tutorial

Highlight the bold line at the bottom of the page that read "Go to Step...". Insert the appropriate link to the next page of your tutorial.

Enter any relevant text, images, and videos in the space under where it says "cloak" below

Consider the geometry in the figure below.  The slender bar is 3 inches wide, 2 inches tall, and 50 inches long.  The large block on the end of the bar is 9 inches wide, 6 inches tall, and 6 inches long.  Both are made of structural steel with a Young's modulous of 2.90075E+7 and a poisson's ratio of .3.  The left end of the bar is fixed to a wall, and the geometry is subjected to standard earth gravity.  Calculate the maximum equivalent stress in the geometry.

 
[Go to Step 1: Pre-analysis]

Go to all ANSYS Learning Modules

  • No labels