General guidance only — all construction work must be overseen by a supervising engineer
This handbook is compiled from standards and laws with every source cited, andis being reviewed for certification by engineers
Use it to know what to look at, what to ask and what evidence to request on site
It is not an engineering determination and can't replace an engineer
· Terms of use · Limitations of the handbook
Structure
Upper-floor structure — columns, beams and slabs you have to climb up to see
- This page contains
- The upper-floor sequence — and five moments when you should go up and look
- Column steel joints between floors
- Lap position — the answer depends on the design used
- Three ways to carry column steel up to the next floor — and dowel bars that must not be smaller than the upper column's
- Ties at the top and bottom of columns — where columns always fail first
- Transferring column centres to the upper floor
- Pouring upper-floor columns — a vibrator hose that's too short means honeycombing at the column base
- Upper-floor beam side forms — condition, prop spacing and leaks
- Steel in upper-floor slabs — three zones reinforced differently
- Propping upper-floor slabs — also a matter of people's safety
- What's exactly the same as the ground floor — no need to waste time re-inspecting
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