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Waler Strut Connection Design
I've been assigned to design retention system for 40 ft deep and 8' x 60' excavation pit for outlet structure. Can anyone please share design experience esp waler beam and strut connection design. thanks- khm337
- Thread
- Replies: 7
- Forum: Earth retention engineering
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AASHTO H-20, HS-20. . .
I believe impact factor is 30% max. It can be lower based on span length.- khm337
- Post #5
- Forum: Codes and standards general discussion
