Politehnika i dizajn, Vol. 11 No. 1, 2023.
Stručni rad
https://doi.org/10.19279/TVZ.PD.2023-11-1-02
RELIABILITY ASSESSMENT OF EXISTING STEEL PURLINS REGARDING DIFFERENT CIVIL ENGINEERING CODES
Dean Čizmar
; Tehničko veleučilište u Zagrebu-Graditeljski odjel, Avenija Većeslava Holjevca 15, Zagreb, Hrvatska
Krunoslav Pavković
; Tehničko veleučilište u Zagrebu-Graditeljski odjel, Avenija Većeslava Holjevca 15, Zagreb, Hrvatska
Ivana Iljkić
; Tehničko veleučilište u Zagrebu-Graditeljski odjel, Avenija Većeslava Holjevca 15, Zagreb, Hrvatska
Martina Baković
; Tehničko veleučilište u Zagrebu-Graditeljski odjel, Avenija Većeslava Holjevca 15, Zagreb, Hrvatska
Sažetak
The cross-section area for steel purlins is calculated based on three different technical norms and for three dissimilar areas. These locations vary in terms of their snow load. The results of the calculation, based on the three regulations, are compared. Variations in basic variables such as cross-section height and snow loads are considered. The standardized reliability index as defined by Eurocode 0 is compared with the calculated values for different locations and regulations.
Ključne riječi
reliability index; Eurocode 0; characteristic snow load
Hrčak ID:
300954
URI
Datum izdavanja:
13.2.2023.
Posjeta: 790 *