z-logo
open-access-imgOpen Access
Analysis of continuous beams with joint slip
Author(s) -
Lawrence A. Soltis
Publication year - 1981
Language(s) - English
Resource type - Reports
DOI - 10.2737/fpl-rn-244
Subject(s) - slip (aerodynamics) , joint (building) , structural engineering , internal forces , beam (structure) , span (engineering) , engineering , mechanics , physics , aerospace engineering
: A computer analysis with user guidelines to analyze partially continuous multi-span beams is presented. Partial continuity is due to rotational slip which occurs at spliced joints at the supports of continuous beams such as floor joists. Beam properties, loads, and joint slip are input; internal forces, reactions, and deflections are output.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom