Example Model with Sample Input

In this example, a concrete warehouse floor with joints spacing 20' o.c. a slab is subject to modular racking posts loads of 5,500 lbs each in a grid of 6' × 6'. The 6" slabs is supported on soil with a subgrade modulus of 100 kcf.

Figure 1 - 3D View and Plan View

To investigate or design a slab with a single layer of reinforcement, spMats design parameters definition input requires special attention in order to determine the correct area of steel required.