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Recent content by JBASE
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ASR in concrete
We have the lab report, it is textbook. I have not played on the court, only walked it and surprisingly, pretty rigid. It is quite a sight, originally constructed with glulam timbers, I-joists and a plywood deck with concrete overlay. Six years ago they pulled the I-joists and plywood deck and...- JBASE
- Post #4
- Forum: Structural engineering general discussion
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ASCE7-05 wind loads on free standing wall
Nothing in ASCE 7 indicates that it is not for free standing walls. Many cities in Southern California are enforcing this provision.- JBASE
- Post #3
- Forum: Structural engineering general discussion
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ASR in concrete
We have an elevated tennis court, 6 years old, constructed of 2" metal deck with 4" total thickness of concrete. There is severe ASR finish damage. We want to resurface the concrete by removing +/-1 inch of concrete and replacing with a fully bonded concrete finish. Our concern is the ASR will...- JBASE
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
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ALKALI SILICA REACTIVITY
We have an elevated tennis court, 6 years old, constructed of 2" metal deck with 4" total thickness of concrete. There is severe ASR finish damage. We want to resurface the concrete by removing +/-1 inch of concrete and replacing with a fully bonded concrete finish. Our concern is the ASR will...- JBASE
- Thread
- Replies: 2
- Forum: Where is Engineering Going In The Next 5 Years
