Kiri Robbie
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Posts posted by Kiri Robbie
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For wind loading, you mention in terms of windspeed in km/h. How is wind velocity determined for Temporary Works compared to Permanent Works? -
Hi Justin, great presentation, are there any relevant codes or engineering texts that clearly delineate the responsibilities of the permanent and temporary works designers? -
Do you have any thoughts on AS 4687 Temp Fencing code, in particular table 4.5 which states ""Design wind speed""? I have had many arguments with suppliers who believe 15m/s is an appropriate design wind speed for a region A temp fence acting as a hoarding. -
Can you suggest some literature or design guides to design scaffold structures to AS codes? Scaffolding is something that is done badly and not well understood in my industry i.e. resource. -
Can you define the scope difference between temporary and permanent work designer responsibilities (i.e. effects of TW on PW OR temp stability of structures while being constructed)? -
Can Justin elaborate on the modelling of reinforcement cage such as connection between bars? Is any collapse of reinforcement cage due to its flexiblity?
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Are tower cranes part of temporary works or a specialist category of its own?
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After installing the edge protection and handrails on top of the building based on approval required by the airport authority, did you get an approval sign off personally after they paid you a visit to ensure compliance?
Live load on external scaffold frames
in Unanswered webinar questions from December 2020
Posted