Table 3 Static load on the bridge deck from sleeper provision.
From: Nonlinear dynamic analysis of pile foundation using finite element method
Parameter | Symbol | Steel beam | Unit |
|---|---|---|---|
Material type | Type | Elastic | – |
Young’s modulus | E | 210E6 | kN/m2 |
Volumetric weight | γ | 78.50 | kN/m3 |
Cross-sectional area | A | 0.0396 | m2 |
Length | L | 2.40 | m |
Moment of Inertia | \(\:{I}_{2}\) | 0.11E−3 | m4 |
\(\:{I}_{3}\) | 0.16E−3 | m4 |
