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Of for the safe erection and use of scaffolding

Of for the safe erection and use of scaffolding

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LIVE LOAD (I.E. PERSONS, TOOLS, MATERIALS)Unless designed by a competent person such as a registered engineer, <strong>the</strong>following limitations apply:(a)(b)(c)(d)(e)For a swinging stage raised by h<strong>and</strong> haulage on fibre ropes, <strong>the</strong>maximum live load is <strong>the</strong> difference between 360 kg <strong>and</strong> <strong>the</strong> deadweight <strong>of</strong> <strong>the</strong> stage including falls <strong>and</strong> blocks, with <strong>the</strong> maximumnumber <strong>of</strong> persons not exceeding three.For a swinging stage operated mechanically with two points <strong>of</strong> overheadsuspension, <strong>the</strong> maximum live load is <strong>the</strong> difference between 560 kg <strong>and</strong><strong>the</strong> dead weight <strong>of</strong> <strong>the</strong> stage including hoisting gear, with <strong>the</strong> maximumnumber <strong>of</strong> persons not exceeding three.For a boatswain’s chair, <strong>the</strong> maximum live load is 115 kg.For a suspended chair operated mechanically with single supports, <strong>the</strong>maximum live load is limited to 160 kg or a maximum <strong>of</strong> two persons.For multi-point suspended plat<strong>for</strong>ms, <strong>the</strong> maximum live load is limited to240 kg or a maximum <strong>of</strong> three persons per section <strong>of</strong> plat<strong>for</strong>m betweensuspension points.COUNTERWEIGHTING OF OUTRIGGERSWhere an outrigger is stabilised by counterweights, <strong>the</strong> factor <strong>of</strong> <strong>safe</strong>ty againstoverturning must be at least 3. To determine <strong>the</strong> counterweight required, <strong>the</strong>table below may be <strong>use</strong>d; alternatively <strong>the</strong> counterweight may be calculated (seealso 8.3.3) using <strong>the</strong> <strong>for</strong>mula below. (See figure 21.)CounterweightTail lengthTotal lengthOverhangFulcrum pointTotal suspended loadFig. 21 Counterweighting <strong>of</strong> outriggers.SAFE ERECTION AND USE OF SCAFFOLDING 67

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