Experience Level: Expert
We need to clad approx 23 metres of footbridge railing (height 1940mm) and need calcs on the wind loading, and confirmation on the design strength (i.e. are the RHS posts sufficient to support the structure at high wind, or is additional bracing required? Autocad drawings of the porposed structure will be suppplied, agaianst which calcs must be done/submitted, and any changes indicated on the drawings (e.g additional posts?).
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