Continuous Beam — Multi-modal Vibration Analysis

Span # Lengthft Moment of inertia Iin⁴ Delete
1
2

Uniform weight over entire beam

kip/ft

Variable Loads

x startft x endft w startkip/ft w endkip/ft Delete

Point Loads

xft Weightkip Delete
USSI
x = 0.00 ft  |  δ/δmax = 0.000