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- 17 Nov 2020
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Hi there.
new to the forum and finding it really useful, so thanks in advance to anyone that reads this and replies.
firstky, I have no previous experience of installing these lintels!
I just wanted to check if a minor amount of deformation in a catnic lintel is to be expected, or whether they will always be dead level/perfectly true and straight when fully loaded?
I have a couple on my new build that have bowed a tiny bit in the middle. I’m only talking about 1mm, 2mm at a push!
They are CG 90/100 as specified by my structural engineer.
dense block outer leaf
Tgermolite inner leaf
100mm cavity
Construction is a 1 &1/2 story (second story is a room in roof)
the span of windows is around 1600mm
Bedded over 150mm at each end as per guidelines.
All level and perfect when installed, but as I have now added 8 block courses above, and also all of the roof rafters too, I’m staring to worry if the lintels are ok or if it’s time to question there suitability?
I saw a thread that mentioned a calculation of span/300=deflection.
that means I can allow 1600/300=5.33mm
So I wondered if all catnic lintels will naturally bend a little when they are installed, or if I’ve got issues!?
Does the calculation mean thatvyhe lintel will be expected to flex by 5.3mm, or is that the calculated limit allowed?
Bear in mind, I’ve still got more load to add to it yet, when I’ve fitted the upstairs floor , fixtures, fittings, en-suite shower/toilet and put the tiles on the roof.
Any clarification would be great fully received!
or do I need to get the accrows and strong boys out and put in a stronger lintel?
cheers
new to the forum and finding it really useful, so thanks in advance to anyone that reads this and replies.
firstky, I have no previous experience of installing these lintels!
I just wanted to check if a minor amount of deformation in a catnic lintel is to be expected, or whether they will always be dead level/perfectly true and straight when fully loaded?
I have a couple on my new build that have bowed a tiny bit in the middle. I’m only talking about 1mm, 2mm at a push!
They are CG 90/100 as specified by my structural engineer.
dense block outer leaf
Tgermolite inner leaf
100mm cavity
Construction is a 1 &1/2 story (second story is a room in roof)
the span of windows is around 1600mm
Bedded over 150mm at each end as per guidelines.
All level and perfect when installed, but as I have now added 8 block courses above, and also all of the roof rafters too, I’m staring to worry if the lintels are ok or if it’s time to question there suitability?
I saw a thread that mentioned a calculation of span/300=deflection.
that means I can allow 1600/300=5.33mm
So I wondered if all catnic lintels will naturally bend a little when they are installed, or if I’ve got issues!?
Does the calculation mean thatvyhe lintel will be expected to flex by 5.3mm, or is that the calculated limit allowed?
Bear in mind, I’ve still got more load to add to it yet, when I’ve fitted the upstairs floor , fixtures, fittings, en-suite shower/toilet and put the tiles on the roof.
Any clarification would be great fully received!
or do I need to get the accrows and strong boys out and put in a stronger lintel?
cheers