| Author(s): |
Nathan Kotlyar
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, December 1996, n. 4, v. 33 |
| Page(s): | 142-146 |
| DOI: | 10.62913/engj.v33i4.672 |
| Abstract: |
This paper presents practical formulas for beams with semi-rigid connections of variable stiffness, and describes certain limitations for application of these formulas. Using the tables of formulas, the engineer is able to rapidly determine the effect of a partially restrained connection. A practical example illustrates the application of the formulas. |
- About this
data sheet - Reference-ID
10782840 - Published on:
17/05/2024 - Last updated on:
17/05/2024
Structurae cooperates with
