DURA
®
T 875-20m (Fulll Bridge Analysis)
Load Step 4a: G1 + G2 + G3 + Q1.
Non-Linear Static Analysis
Load Step 4b: G1 + G2 + G3 + Q2.
Load Step 4c: G1 + G2 + G3 + Q3 (Midspan Deflection = 4mm sag).
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2
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