Analysis of Tapered Timoshenko and Euler–Bernoulli Beams on an Elastic Foundation with Moving Loads

Table 3

Actual governing properties.

Item	Property	Value	Unit
Beam	Young’s modulus E		Pa
	Shear modulus G	•	• Pa
	Mass density ρ	7860	• kg m^−3
	Beam height 0 h0	Variable	• m
	Beam height 1 h1	Variable	• m
	Beam width b	0.02	• m
	Length L	1	• m
	Shear coefficient k	5/6	• -
	Α	Variable	• -
Foundation	K1	100	• -
	G	80	• -
Moving load	F	30	• N
Axial load	P	Variable	• N