Temporary versus Final Span Lengths for DC shear and moment calculations

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daspeef
Temporary versus Final Span Lengths for DC shear and moment calculations

It appears that PGSuper does not update the calculation for DC moments and shears between stages of A) span lengths temporarily supported on oak blocks and B) a final condition with oak blocks removed. I am designing a bridge as simple spans made continous. The entire superstructure is constructed with the girders on oak blocks. The oak blocks are removed before live load is applied. The final condition will have the superstructure pinned longitudinally at the centerline of the bent using a continuous shear keay. Removal of the oak blocks increases the span lengths and should also increase the DC moments and shears. Is there any way to force PGSuper to update the DC forces for the final condition?