| Author(s): |
Thomas M. Murray
Anant R. Kukreti |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, June 1988, n. 2, v. 25 |
| Page(s): | 45-52 |
| DOI: | 10.62913/engj.v25i2.500 |
| Abstract: |
This paper presents two design procedures for the 8-tension bolt, stiffened, extended, moment end plate shown in Fig. 1. The resulting end-plate design will be satisfactory for use in Type 1 construction (rigid-frame) as defined in Ref. 1 or, with appropriate modifications, as a FR type (fully restrained) connection as defined in the LRFD design notation.2 With bolt size limited to a maximum of 1½ in. dia., the configuration is capable of developing the full moment capacity of most available hotrolled beam sections. The two design procedures are limited to use with A36 steel and A325 bolts. |
- About this
data sheet - Reference-ID
10783030 - Published on:
17/05/2024 - Last updated on:
17/05/2024
Structurae cooperates with
