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Steel portal frames

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PeterP121

Structural
Oct 11, 2016
2
Hi, I am designing a portal frame and understand that the dead load and self-weight deflection of the rafters can be ignored as this can be taken out by the steel frame fabricators 'pre-setting' the rafter. How is this done, what does pre-setting involve? Is it cambering the rafter?
 
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Preset means that the fabricated ridge connection is constructed a set amount above the required point. However this still allows the rafter to deflect between this point and the eaves, so can be ineffective on long span portals.

"Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the Universe trying to produce bigger and better idiots. So far, the Universe is winning."
 
Thanks, so effectively I have to make the angle of the roof very slightly steeper to allow for it dropping under its self-weight and after the roof sheeting has been installed?
 
If you are that worried about the roof deflection affecting drainage, then the roof is too flat.
 
Yes, it is an effective way to control the slope from the first portal to the end portal which is genrllly propped by mullions.

"Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the Universe trying to produce bigger and better idiots. So far, the Universe is winning."
 
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