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 science, 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 science, 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 science; assistant. E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Vahtel R.R. – major 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 composite steel roof system |
| Abstract. | In article the composite steel roof system are reviewing wich including certain steel deck, girder and roof deck. The example of damaging such roof system has reviewed and causes of this damaging were established. Through conducted research the finite element model was created by Ansys software this model included girder and roof steel deck. Calculating the capacity of the roof steel deck was held and established, that capacity depends on plate buckling in the local support area. The support is the flange of canal girder with 0,078 inch thick. The damaging of upper deck was caused by reducing of support area. The reducing of support area was achieved by deflection of the flange of the canal girder. The value of this deflection depends on thick of canal girder. Thus the damage of the composite roof system was located near the roof area with increasing snow load. For this reason such composite roof system with 0,078 inch thick of canal girder are not allowed in roof area with increasing snow load. |
| Keywords. | Composite roof system, steel deck, damage. |
| For citations: | Kuznetsov I.L., Isaev A.V., Gimranov L.R., Vahtel R.R. The load capacity of composite steel roof system // Izvestiya KGASU. 2012. №1(19) P.53-58. |
