D

5wl4

384Ec1e 384(4.03 x 106)24,312 = + 1. 73 in . (45 mm) # (as an average value)

When the concrete 2-in. topping is placed on the precast section, the resulting topping deflection with Ig = 59,720 in.4 becomes

5. Long-term deflection (camber) by PCI multipliers

Using PCI multipliers at slab topping completion stage (30 days) and at the final service load (5 years), the following are the tabulated deflection values:

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