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These allow for on-the-fly height adjustment, allowing you to quickly adapt our scaffold towers to whatever surface you happen to be dealing with This sophisticated design feature provides treble the strength and resilience of traditionally welded joints – coupled with our 10 year no-quibbles warranty, you can rest assured that our products are a sound long-term investment. Our premium access towers incorporate the following features as standard:
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We also have the expertise to provide full engineering calculation sign-off, where required. You can be assured that any project you entrust them with will be in safe hands – just take a look at some of the company’s past projects as evidence of their abilities. Our team is comprised of seasoned professionals in business development, design engineering and finance. Our team of industry veterans spans numerous disciplines, and can provide support to our clients throughout their projects’ lifetimes. Our team is experienced and has a proven track record Here are a few reasons why you won’t regret engaging Instant Upright’s services when outfitting your business premises with bespoke access platforms. Get in touch with our experts today to find out more. Employing the latest manufacturing processes and industry-standard software, we can fashion bespoke access solutions for any number of specialist and industrial applications. I was talking about pure kentledge as opposed to using anchors.At Instant Upright, cutting-edge technology is the cornerstone of what we do. If I was working on site and I saw some anchors that I hadn't put in stopping me toppling off the building with the cantilever, I would probably put a couple of props off the structure above to be sure, to be sure![/QUOTE If I was working on site and I saw some anchors that I hadn't put in stopping me toppling off the building with the cantilever, I would probably put a couple of props off the structure above to be sure, to be sure! Using ultimate analysis, I would vary load and material factors to suit the situation. Using serviceability analysis, I would work out the actual load without factoring and then use engineering judgement to decide the type & capacity of the means of resisting it, taking account of the whole situation. A fixing rated at 7.5 kN safe working load already has a factor of safety on its failure load and may not fail until a load of 23 kN is applied to it giving you a factor of safety of 3. On suspended loads a factor of safety of 3 is considered normal (see EN13155) so may be right here but this is the factor between the failure load and, in this case, the working load of 15 kN. 15 kN might require 2 no 7.5 kN fixings but you could put a greater number in to give a better safety factor than normal to allow for bad workmanship. Here, though, you have a fixing that you may want to over specify to give you confidence that it won't pull out. If you anchor down to the bottom slab, the same thing applies. If you punch off the slab above you are limited by the weight of the slab above to how much force you can apply but assuming there is sufficient weight the load on the slab edge from the beam will only be enough to balance things ie 25 kN.
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If you multiply the 1500 kg by 4 and put 6000 kg, the load on the slab edge increases to 70 kN which it might not be able to carry. If you need 1500 kg as in this case to balance the cantilever and that is what you put on it, the load on the edge of the slab is 25 kN (plus self weight). If you were using kentledge, every 1 kg that you add to the kentledge increases the load on the edge of the slab by 1 kg. Work out what the force f is under the applied loading including the self weight of the beam and then decide how you are resisting it. Be careful with the 3 times and 4 times safety factors chaps.