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Anchoring cap on existing abutment
Hi I am working on a bridge where the superstructure is pony truss with corrugated metal deck. I am using the existing abutment which is in very good shape. The existing abut. will be cut like 2-3 ft and anchored with a new abutment cap and grouted. How do I calculate the number and spacing of...- Ddebnath
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- Replies: 1
- Forum: Earth retention engineering
