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Post tension, When is a beam stiff enough?
Hi, I have been designing post tension slabs for around 5 years, sticking to mainly 2D software in transfer situations and FEA for complex transfer slabs/flat slabs or flat plates. To date with no issues (touch wood!) When I look at a simple office slab, for example 8m main spans, 6.5m end...- aaronPT
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- Replies: 3
- Forum: Structural engineering general discussion
