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By taking girder deflection into account based on the concrete deck casting (for both pouring and hardening stages), the fillet depth may need to be recalculated. To achieve this, this object can be utilized. However, for the deflections based on DC1 (non-composite dead load case) and DC2 (composite dead load case) to be calculated successfully, the analysis and design must be completed. GeneralDC1: Specify the non-composite dead load case using this parameter. DC2: Specify the composite dead load case using this parameter. Girder: Specify the related girder. Minimum Fillet Depth: This parameter can be used to specify the minimum fillet depth for the designated support lines.
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