Continuous Beam — Static and Dynamic Analyses

Span #	Lengthft	Moment of inertia Iin⁴	Delete
1

Modulus of elasticity, E (ksi)

Number of nodes (max 20)

Number of modes (max 30)

kip/ft

x₁ft	x₂ft	q₁kip/ft	q₂kip/ft	Delete

xft	Pkip	Delete

Suspension model

Axle	Spacingft	Loadkip	m_spkip·s²/in	k_spkip/in	c_spkip·s/in	Delete

Speed, V (mph)

Damping ratio ζ (%)

Direction

Modal Analysis

Moving-Load Time History

USSI

x = 0.00 ft | δ/δ_max = 0.000

—

Time t = 0.000 s

Location x = 0.000 ft