Return to search

An Experimental Investigation of Unequal Width HSS Moment Connections for Vierendeel Trusses

<p>A research programme is presented in which 14 HSS Vierendeel joints were tested. The specimens tested were all unequal width connections and two distinct b/h values were used (0.60 and 0.83). Four specimens were unreinforced while the remaining ten had three distinct reinforcement types. These were branch member flange stiffening plates, chord member top flange stiffeners and branch member offcut haunches.</p> <p>Each specimen was loaded to failure and load-deflection and moment-rotation curves were plotted. In addition, the joint modulus (J) for each joint type was calculated.</p> / Master of Engineering (ME)

Identiferoai:union.ndltd.org:mcmaster.ca/oai:macsphere.mcmaster.ca:11375/10399
Date January 1974
CreatorsBrady, James Francis
ContributorsKorol, R. M., Civil Engineering
Source SetsMcMaster University
Detected LanguageEnglish
Typethesis

Page generated in 0.0053 seconds