South Santiam Bridge Post-Tensioning Analysis

South Santiam Bridge Post-Tensioning Analysis - 84.8%...

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S. Santiam River Bridge Post-Tensioning Analysis Anchor Seating Analysis Jacking Other End x (ft) x (ft) K (1/ft) 0 Wobble x (ft) 109.85 0 92.0% 220.0 90.6% μ 0.25 Curvature 96.0% 109.85 96.0% 242.0 92.8% Anchor Set (in) 0.38 AS (in) 0.375 330.2 96.0% 440.0 92.0% Tendon Profile ACI (18-1) ACI (18-2) AVAR x yp (ft) hs (ft) Shop Dwg. 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% 220 1.50 22 0.88 0.0795 0.0243 0.976 90.6% 97.6% 90.7% 90.3% 242 2.38 22 0.88 0.0795 0.0243 0.976 88.4% 97.6% 88.6% 352 6.74 110 4.36 0.0794 0.0418 0.959
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Unformatted text preview: 84.8% 96.0% 85.0% 440 4.08 88 2.66 0.0604 0.0327 0.968 82.1% 96.8% 82.3% 80.6% P x (%) P x (%) P x (%) α = 2*hs / L ∆ X (ft) α (rad) (Kl x + μα ) e-(Klx+ μα ) P x (%) (1+Kl x + μα )-1 P x (%)-60-10 40 90 140 190 240 290 340 390 440 80.0% 82.0% 84.0% 86.0% 88.0% 90.0% 92.0% 94.0% 96.0% 98.0% 100.0% 90.6% 92.8% 96.0% 92.0 92.0% 96.0% 100% 96.8% 92.8% 88.4% 84.8% 82.1 X (ft) P Jack Slope (kip/ft) x (ft) 109.70...
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This note was uploaded on 04/17/2010 for the course ECE 112 taught by Professor Traylor during the Winter '09 term at Oregon State.

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South Santiam Bridge Post-Tensioning Analysis - 84.8%...

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