South Santiam Bridge Post-Tensioning Analysis

South Santiam Bridge Post-Tensioning Analysis -...

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. Santiam River Bridge S. Santiam River Bridge Post Tensioning Analysis x (ft) P x (%) x (ft) P x (%) K (1/ft) 0.0002 Wobble x (ft) 109.85 0 92.0% 220.0 90.6% .25 urvature P %) 6.0% 109.85 6.0% 242.0 2.8% Anchor Seating Analysis Jacking Other End μ 0.25 Curvature x (%) 96.0% 96.0% 92.8% Anchor Set (in) 0.375 AS (in) 0.375 330.2 96.0% α = 2*hs / L 440.0 92.0% Tendon Profile AVAR xy p (ft) Δ X (ft) hs (ft) α (rad) (Kl x + μα ) e (Klx+ μα ) P x (%) (1+Kl x + μα ) 1 P x (%) Shop Dwg. 08 00% 00% ACI (18 1) ACI (18 2) 0 4.08 100% 100% 88 6.74 88 2.66 0.0604 0.0327 0.968 96.8% 96.8% 96.8% 198 2.38 110 4.36 0.0794 0.0418 0.959 92.8% 96.0% 92.9%
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