Items | Conditions |
Analysis method | Static elasticity analysis using 3D solid elements |
Material constants | JIS (RC) Fc24 or equivalent |
Modulus of elasticity: 2.2668E7 | |
Poisson’s ratio: 0.2 | |
Unit weight: 24.0 | |
Load | Midspan vertical downward unit concentrated load (1 kN) |
Boundary conditions | Simple beam; restrained at bottom of girder end |