Issue 61

M. Khalaf et alii, Frattura ed Integrità Strutturale, 61 (2022) 308-326; DOI: 10.3221/IGF-ESIS.61.21

till failure while they were doubled along the edge span quarters as shown in Fig. 9. Also shear connectors spaced by 10 cm is welded along over the secondary beams.

Figure 9: Welded shear studs arrangement along steel beams and sheet ribs; (M3).

Figure 10: Tensile test results of used shear studs.

Figure 11: Direct shear test results of used shear studs.

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