About the authors
| First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Kuznetsov I.L. – doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Isaev A.V. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Gimranov L.R. – candidate of technical sciences, senior lecturer E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
| Title of the article | The load capacity of joint of the truss made by typical blueprints 1.460.3-14КМ |
| Abstract. | This article reviews the different approaches in estimate of load capacity of the welded joints in steel truss made from rectangular hollow sections. The load capacity calculated accordingly by Russians code does not consider some aspects that could be faced in designing of steel trusses made from rectangular hollow sections. Especially it does not certainly point, in case when into joint one brace element is compressed and other does not care load, should joint be considered as a K-joint or a Y-joint type. The difference in load capacity between K and Y-joints with compress brace member is more than 30 %. These limitations could have caused collapse roof elements in some parts of building of warehouse «Biek-tau» that has place in Kazan suburbs in 2011. Also computational researching with engineering software was held it has shown that in this truss the moderate joints inside non moment zone (joints near center of span) should be considerate as Y-joint type despite the shape of joint which looks like a K-joint type. |
| Keywords. | Rectangular hollow sections, K-joint, Y-joint, the load capacity of the joints. |
| For citations: | Kuznetsov I.L., Isaev A.V., Gimranov L.R. The load capacity of joint of the truss made by typical blueprints 1.460.3-14КМ // Izvestiya KGASU. 2013. №3(25) P.48-53. |
