Developed Mathematical Model for Indeterminate Elements with Variable Inertia and Curved Elements with Constant Cross-Section

Table 4

Function values at different sections on the arch.

0	1	0	0	8.2131	0	0	8.2131	−2.2131	0	0	−2.2131		0	0	−3.2470
1/8	7/8	−1/8		7.1865	0.2766		4.7182	−1.9365	−1.0266		−0.2182			38.078 f/r^2	−1.1315
2/8	6/8	−2/8		6.1598	0.5533		1.9163	−1.6598	−2.0533		1.0837			66.5422 f/r^2	0.4493
3/8	5/8	−3/8		5.1382	0.8299		−1.0213	−1.3832	−3.0799		1.6021			84.1385 f/r^2	1.4274
4/8	4/8	−4/8	f	4.1066	1.1066		−1.2808	−1.1066	−4.1066		1.2808			90.085 f/r^2	1.7578
5/8	3/8	−5/8		3.0799	1.3832		−1.6021	−0.8299	−5.1332		1.0213			84.1385 f/r^2	1.4274
6/8	2/8	−6/8		2.0533	1.6598		−1.0837	−0.5533	−6.1598		−1.9163			66.5422 f/r^2	0.4493
7/8	1/8	−7/8		1.0266	1.9365		0.2182	−0.2766	−7.1865		−4.7182			38.078 f/r^2	1.1315
1	0	−1	0	0	2.2131	0	2.2131	0	−8.2131	0	−8.2131	0		0	−3.2470