Initial Parameters Affecting the Multilayer Doubly Curved Concrete Shell Roof

Table 6

Vertical displacement and stresses values in cases.

(a) Vertical displacement in Case 2 and Case 4
Location	Vertical displacement (mm)
(m)	Case 2		Case 4		Difference (%)
0	−0.084		−0.084		0
0.75	−0.074		−0.075		1.35
1.1	−0.047		−0.048		2.13
1.5	0		0		0
(b) Stresses in Case 2 and Case 4
Location	Stress (N/cm^2)			Stress (N/cm^2)
(m)	Case 2	Case 4	Difference (%)	Case 2	Case 4	Difference (%)
0	−42.8	−49.7	16.12	−43.1	−49.1	13.92
0.6	−38.1	−44.1	15.75	−38.3	−43.6	13.84
1.2	−28.4	−32.8	15.49	−14.0	−21.3	52.14
1.5	0	0	0	0	0	0