Application of Volterra Integral Equations in Dynamics of Multispan Uniform Continuous Beams Subjected to a Moving Load

Table 1

Constants , , , , and eigenvalues for different types of beam.

Value	Beam type
	Pinned-pinned	Pinned-fixed	Fixed-pinned	Fixed-fixed
		3.927 for	3.927 for	4.730 for
		7.069 for	7.069 for	7.853 for
		for	for	for
	0.5	0.9991 for	0.9997 for	1.00001 for
		1 for	1 for	1 for
	1
	0
	0
	0	0	1	1