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Calculate Deflection for Fiber Reinforced Concrete Floor:

Calculation:

Designer/Checker:

Input:

Metric Units

Fiber reinforced slab thickness (T - in or mm)

Modulus of subgrade reaction (k - pci or MPa/m)

Vehicle Loading:

25 kips or 111.2 kN
50 kips or 222.4 kN

75 kips or 333.6 kN
100 kips or 444.8 kN

120 kips or 533.8 kN

Output:

From Figure 5-17, Deflection =