For flexural member service deflection limits, which approach best couples long‑term deformation checks with creep and shrinkage-aware analysis when Annex notes require it?

Choices

• (A) Instant construction deflection limits only
• (B) Ignore sustained load contributions for service criteria
• (C) Time-dependent service deflections using creep/shrinkage multipliers paired with permissible span/depth guidance
• (D) Reduce section depth blindly to meet deflection