Problem. The design strip sums shell results across a strip into beam section forces. In the one-way plate limit the strip results are compared with beam theory.
Reference document. Beam theory is used, at the one-way plate limit.
On a simply supported strip the moment varies parabolically along the span.
Numerical model. The method is free-body equilibrium.
One-way slab strip, simply supported
Parameters. lx = 6 · b = 6 · q = -15 · mesh = 24×24
Published source. Beam theory, at the one-way plate limit
| Quantity | Reference | Computed | Deviation |
|---|---|---|---|
| Strip moment | 405 | 404.482 | 0.128% |