Numerical Study to Assess the Structural Behavior of the Bajrakli Mosque (Western Kosovo)

Table 8

Maximum values of S₂₂ stress concentration of structure.

System	S22 surface	S22 stress	G + EQx (MPa)	G + EQy (MPa)
Roof	Top	Tensile	1.758	1.608
		Compressive	−2.980	−2.658
	Bottom	Tensile	1.980	1.794
		Compressive	−3.050	−2.979
Walls	Top	Tensile	0.220	0.233
		Compressive	−0.668	−0.747
	Bottom	Tensile	0.254	0.255
		Compressive	−0.583	−0.617