Rocscience International Conference 2023 | April 24-26, 2023 Learn More about RIC2023
 

Search Results

Elastic Analysis Overview

Failure Modes Considered:

  • Shear (vertical slippage at abutments)
  • Elastic Buckling

Main Assumption

Roof behaves as an elastic fixed beam or plate, with span equal to the shorter of the x and y dimensions.

Applicability

  • Low, medium, or high confining stresses
  • Span / depth ratios < 3 not recommended
NOTE: Elastic Analysis is restricted to Rectangular Pillars only since the plate bending and elastic buckling formulations assume a rectangular geometry.

For reference, see Theory of Plates and Shells (1987, Timoshenko).


    Account Icon - click here to log in or out of your account Shopping Cart icon Click here to search our site Click here to close Learning Tech Support Documentation Info Chevron Delete Back to Top View More" PDF File Calendar Location Language Fees Video Click here to visit Rocscience's LinkedIn page Click here to visit Rocscience's YouTube page Click here to visit Rocscience's Twitter page Click here to visit Rocscience's Facebook page Click here to visit Rocscience's Instagram page Bookmark Network Scroll down for more Checkmark Download Print Back to top Single User Multiple Users RSLog RocFall3 CPillar Dips EX3 RocFall RocPlane RocSupport RocTopple RS2 RS3 RSData RSPile Settle3 Slide2 Slide3 SWedge UnWedge Commercial License Education License Trial License Shop safe & secure Money-back guarantee