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Now showing items 11-13 of 13
EC2: Design of reinforced concrete for shear
(MASE-Macedonian Association of Structural Engineers, 2003)
An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes ...
A new design approach for stainless steel angle — accuracy assesment based on numerical data
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2022)
The angle columns exhibit complex structural behaviour that arises from specific geometry features - the angle-section is characterised by low torsional stiffness and lack of primary warping esistance,
leading to high ...
The new buckling curves for cold-formed stainless steel equal-leg angle columns
(Building Materials and Structures, 2021)
The design rules for centrically compressed stainless steel equal-leg angle
members are not explicitly stated in the current European standard SRPS EN 1993-
1-4. This paper summarizes the results of extensive ...