Ok guys,
I have agreed a soulution with 2 SE'
We are going to put in 305 x 305 x137UC and raise the beam height by 20mm. Even if we had max deflection of 20mm it won't imapact sliding doors. On top of the door fame there is also a seperate 20mm trickle vent piece which can be taken out (building control want trickle vents for new extensions)
So even in the worst case I have 40mm to play with. I have been told the max deflection with this beam with all dead & live load will be 20mm.
The glass company are ok with this - "We can supply a 30mm trim which will sit above the doors, and we can pack out the door frame so if the steel does deflect by 20mm, then this will be allowed for"
I'm so glad I came onto this site as I'm sure you guys have saved me from making another potential disasater with beam spec. Our original SE came up with a new beam of 254x254x132UC. When challenged this morning on "the total deflection of this would not more than 7mm" he started to tell me that he was taking into account a felt roof not asphalt (he has known for months that the roof was asphalt) and that he would have pre cambered the beam to - nothing that he had mentioned with his new spec that he gave in writing.
I'm scared to look at this thread now - just incase you guys come up with some other problems!!
On another note someone asked me today why asphalt roof - we should be doing fibre glass.. What do you think?
Also I keep getting comments that my glass walls are not practical but no reason why except that I have lost useable wall space of 5m. I am keen to hear some serious reasons why...
Anyway -big thanks to all (even if you hate what I am building), from knowing nothing about beams I think I know more than my SE !!
I have agreed a soulution with 2 SE'
We are going to put in 305 x 305 x137UC and raise the beam height by 20mm. Even if we had max deflection of 20mm it won't imapact sliding doors. On top of the door fame there is also a seperate 20mm trickle vent piece which can be taken out (building control want trickle vents for new extensions)
So even in the worst case I have 40mm to play with. I have been told the max deflection with this beam with all dead & live load will be 20mm.
The glass company are ok with this - "We can supply a 30mm trim which will sit above the doors, and we can pack out the door frame so if the steel does deflect by 20mm, then this will be allowed for"
I'm so glad I came onto this site as I'm sure you guys have saved me from making another potential disasater with beam spec. Our original SE came up with a new beam of 254x254x132UC. When challenged this morning on "the total deflection of this would not more than 7mm" he started to tell me that he was taking into account a felt roof not asphalt (he has known for months that the roof was asphalt) and that he would have pre cambered the beam to - nothing that he had mentioned with his new spec that he gave in writing.
I'm scared to look at this thread now - just incase you guys come up with some other problems!!
On another note someone asked me today why asphalt roof - we should be doing fibre glass.. What do you think?
Also I keep getting comments that my glass walls are not practical but no reason why except that I have lost useable wall space of 5m. I am keen to hear some serious reasons why...
Anyway -big thanks to all (even if you hate what I am building), from knowing nothing about beams I think I know more than my SE !!