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			<title>Green Building Forum - Eco - metal web joists: deflection</title>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218819#Comment_218819</link>
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		<pubDate>Sat, 07 Feb 2015 16:42:32 +0000</pubDate>
		<author>ward32</author>
		<description>
			<![CDATA[I read one other thread on this topic and the consensus is they are good for running services (MVHR) and are light which is why I am specifying them. However, I don't have a lot of experience and the floor design (from manufacturer) stated a design deflection of 14mm which seems a lot. When I questioned the deflection they said it could be improved by reducing the spacing from 600mm to 400mm, subsequently the price went from Â£2200 to Â£3400. I have no doubt the deflection will be improved but is it worth the extra?<br /><br />Max span of longest joist = 5.2m<br /><br />I intend to glue 22mm T&G boards to the joists.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218820#Comment_218820</link>
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		<pubDate>Sat, 07 Feb 2015 16:54:21 +0000</pubDate>
		<author>ringi</author>
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			<![CDATA[At what loading is the design deflectoin and what loading are you going to put on the floor?]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218821#Comment_218821</link>
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		<pubDate>Sat, 07 Feb 2015 16:55:25 +0000</pubDate>
		<author>PeterStarck</author>
		<description>
			<![CDATA[I have metal web joists, with 22mm T&G chipboard flooring glued and screwed, with a maximum unsupported span of around 6m. In that instance the flanges on the joists are much wider than on shorter spans. I haven't noticed any deflection.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218822#Comment_218822</link>
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		<pubDate>Sat, 07 Feb 2015 17:09:05 +0000</pubDate>
		<author>ward32</author>
		<description>
			<![CDATA[The quote uses standard domestic criteria as:<br />Dead load = 0.45kN/m2<br />Imposed load = 1.5kN/m2<br />Bottom chord dead load = 0.2kN/m2<br /><br />I'm mostly concerned with deflection when walked on, maybe worried about nothing!<br /><br />Should I just go with 600mm joist spacing?]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218824#Comment_218824</link>
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		<pubDate>Sat, 07 Feb 2015 18:04:07 +0000</pubDate>
		<author>cjard</author>
		<description>
			<![CDATA[2.15kn is, conveniently, 215kg per square metre. If your span is 5.2m and, let's say your other direction is 4m that's a room area of 20.8sqm, so that's about 4.5 tons for everything - the self weight of the floor, ceiling, insulation, floor deck, carpet, furniture etc<br /><br />Put another way, if you nip down to the local rugby club and ask 20 players (100kg) and their wives (50kg) and ask them to stand paired up, one couple per square metre of your fully built, carpeted, insulated, decked etc floor.. Then your floor in the middle would have sagged by about the thickness of your index finger]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=218899#Comment_218899</link>
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		<pubDate>Sun, 08 Feb 2015 16:16:28 +0000</pubDate>
		<author>ward32</author>
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			<![CDATA[Thank you cjard, I wasn't sure how to interpret the design load figures but if its just the sum as you suggest I will move on.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219018#Comment_219018</link>
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		<pubDate>Mon, 09 Feb 2015 21:16:27 +0000</pubDate>
		<author>DarylP</author>
		<description>
			<![CDATA[... is 14mm 'design'? deflection. <br />That is an awful lot... it will feel like a spring....<img src="/newforum/extensions/Vanillacons/smilies/standard/shocked.gif" alt=":shocked:" title=":shocked:" /><br />400mm c/cs, and maybe deepen the section, or widen the flanges?<br /><br />Good luck...<img src="/newforum/extensions/Vanillacons/smilies/standard/smile.gif" alt=":smile:" title=":smile:" />]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219022#Comment_219022</link>
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		<pubDate>Mon, 09 Feb 2015 22:05:51 +0000</pubDate>
		<author>atomicbisf</author>
		<description>
			<![CDATA[Seems a lot, but that's a fair span. Our house has 4x4" steel I-beams for the first floor, 21' long and at 15" centres, but they still felt the need to support them with stanchions about mid way.<br /><br />If there are any walls or fixtures upstairs around mid span that amount of deflection will cause a lot of cosmetic damage surely.<br /><br />Ed]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219026#Comment_219026</link>
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		<pubDate>Mon, 09 Feb 2015 22:36:05 +0000</pubDate>
		<author>ringi</author>
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			<![CDATA[British Gypsum has standard designs for metal stud walls that allow more movement then this in a floor.<br /><br />Also some of this deflection will happen as soon the the floor and ceiling is installed, before you build any walls on top of the floor.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219068#Comment_219068</link>
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		<pubDate>Tue, 10 Feb 2015 14:36:06 +0000</pubDate>
		<author>fostertom</author>
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			<![CDATA[What I love about old farmhouses is the springy upper floors - perfectly strong fail-wise but lots of deflection allowed. Outlawed these days - why? apart from cracking up modern hard brittle finishes.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219093#Comment_219093</link>
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		<pubDate>Tue, 10 Feb 2015 17:22:16 +0000</pubDate>
		<author>djh</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: ward32</cite>reducing the spacing from 600mm to 400mm</blockquote><br />We have metal web joists and I'm very pleased we chose them. One of the main reasons for using metal web joists is the ease of running services. But there is a downside. Unlike either traditional joists or I-beam joists, you can't cut through the metal web joists - neither the webs nor the flanges. So you have to run services where the openings are. That can be a bit tricky for big stuff like ventilation ducts and soil pipes, especially near the MVHR unit where there are lots of ducts. We've ended up with a soil pipe run across the floor of the plant room because the space between the joists is so full of ventilation ducts. I suspect that reducing the joist spacing from 600 mm to 400 mm would magnify this problem, so I'd be nervous about doing it. I'd certainly suggest getting full layout plans for all pipework coordinated with the joist plans before ordering to make sure it is possible to lay your services.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219104#Comment_219104</link>
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		<pubDate>Tue, 10 Feb 2015 18:14:36 +0000</pubDate>
		<author>Simon Still</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: djh</cite><blockquote ><cite >Posted By: ward32</cite>reducing the spacing from 600mm to 400mm</blockquote><br />Unlike ....I-beam joists, you can't cut through the metal web joists - neither the webs nor the flanges. </blockquote><br /><br />You can only cut the web on I-beams and larger than a certain size/within a certain distance of the end, the holes then need reinforcement with (expensive) metal plates.  75mm vent ducts require this in most places in my build - and cutting the holes and  fitting the plates took me a few days.  I'd definitely go for metal web next time (though I'm sure they have their own idiosyncrasies)]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219121#Comment_219121</link>
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		<pubDate>Tue, 10 Feb 2015 20:23:17 +0000</pubDate>
		<author>Cerisy</author>
		<description>
			<![CDATA[I'm slowly fitting all the services into our metal web joists.  Yes, they limit in some areas (the shower tray outlet has to be exactly right against the joists underneath!), but in the main I've been able to make sufficient adjustments to the services layout to fit with the joist spacing - around 27 - 28 cm gaps between the joists.<br /><br />It was also important to allow for boxing in for drainage behind the toilets, giving more flexibility, and having our airing cupboard between the two bathrooms so we can use part of it for drain runs and manifolds.<br /><br />Yes, it would have been good to have the services layouts done before the frame design was agreed, but even for a retired architect it was a step beyond my expertise!!]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219205#Comment_219205</link>
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		<pubDate>Wed, 11 Feb 2015 16:29:48 +0000</pubDate>
		<author>CWatters</author>
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			<![CDATA[Perhaps take care if you want to tile the bathroom floor?]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219220#Comment_219220</link>
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		<pubDate>Wed, 11 Feb 2015 18:30:15 +0000</pubDate>
		<author>PaulJ</author>
		<description>
			<![CDATA[You will not notice the deflection walking on it, even if you are obese.  The main issue I have found when running ducting etc is when the design needs strongbacks (a timber section) running at right angles to the joists, or they are supported in places with engineered or solid timber joists.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219236#Comment_219236</link>
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		<pubDate>Wed, 11 Feb 2015 20:12:55 +0000</pubDate>
		<author>Paul in Montreal</author>
		<description>
			<![CDATA[For ceramic tile you need a deflection of no more than l/360. So with your span of 5.2m, this would be 14.4mm - which is just on the edge of acceptability for tile. For stone, you need l/720. <br /><br />See <a href="http://www.johnbridge.com/vbulletin/deflecto.pl" target="_self" rel="nofollow">http://www.johnbridge.com/vbulletin/deflecto.pl</a><br /><br />2x12" at 16" spacing will give you the same deflection as your metal web joists.<br /><br />Paul in Montreal.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219241#Comment_219241</link>
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		<pubDate>Wed, 11 Feb 2015 20:47:04 +0000</pubDate>
		<author>Timber</author>
		<description>
			<![CDATA[If it were me, I would ask the designers to work to tighter deflection limits, or get them to spec the joists at 600mm centres and then actually fit them at 400mm or 300mm centres.<br /><br />Engineered timber joists stand more of a chance of being 'bouncy' than solid timber joists. It is not really a function of deflection as such, more a function of springyness!<br /><br />You might be perfectly fine, and a deflection limit of 14mm is totally normal and what is stated in the design codes etc, but sometimes you get unlucky and the floor ends up being springy.]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219455#Comment_219455</link>
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		<pubDate>Fri, 13 Feb 2015 15:48:27 +0000</pubDate>
		<author>djh</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: Cerisy</cite>I'm slowly fitting all the services into our metal web joists.  Yes, they limit in some areas (the shower tray outlet has to be exactly right against the joists underneath!),</blockquote><br />Yes, we had one shower that we had to move about 100 mm and build a double stud wall in consequence.<br /><br /><blockquote >Yes, it would have been good to have the services layouts done before the frame design was agreed, but even for a retired architect it was a step beyond my expertise!!</blockquote><br />Indeed. My architect was telling me that in a new project where the internal walls are masonry and loadbearing, the question is giving him some reasons to scratch his head a bit.<br /><br /><blockquote ><cite >Posted By: PaulJ</cite>when the design needs strongbacks (a timber section) running at right angles to the joists, or they are supported in places with engineered or solid timber joists.</blockquote><br />Yes, we have a central beam and intermediate strongbacks that complicate things, although the strongbacks also provide useful support for wires and the smaller pipes.<br /><br />We've been discovering this past week how interesting it is to push insulation up into the ceiling!]]>
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		<title>Eco - metal web joists: deflection</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=13076&amp;Focus=219468#Comment_219468</link>
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		<pubDate>Fri, 13 Feb 2015 16:52:43 +0000</pubDate>
		<author>Cerisy</author>
		<description>
			<![CDATA[Not sure I'd use Interesting to describe it!!  I had to clear some insulation out of the posh lounge to make way for the IKEA kitchen delivery - although as they missed 25% I shouldn't have bothered!!  I was expecting to have to go back to them - they are well known for missing stuff - but the amount was annoying!!  It was slightly weird that the delivery note had lower numbers for some items, even though they actually delivered the right number!!  So I got the 10 drawer fronts I wanted, even though the delivery note said they only gave us 2?  <br /><br />Stuffing the 75mm glass fibre in two layers wasn't too bad, it's the 140mm that I dread!!  But, it's good to get some of a nasty job out of the way!!  Back to wiring ....]]>
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