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I’m assuming the 40kg is the stronger?
I’m assuming the 40kg is the stronger?
Which would be the more expensive? Again I’m assuming the heavier? By my calculations there would be approx 55kg more in each (half of the span) of the heavier raftersNo. Ones short, fat and heavy, probably thicker gauge which gives it strength. The other is tall, thin and light. It’s the “tallness” that gives this one the strength
Which would be the more expensive? Again I’m assuming the heavier? By my calculations there would be approx 55kg more in each (half of the span) of the heavier rafters
I have used unequal angle for the perlin cleats and cut them as long as you want for more supportI’d rather have the 305x165x40. Purlin is sat on 82.5mm rather than 63mm
I have used unequal angle for the perlin cleats and cut them as long as you want for more support
Just rebuilt one here with 20 ft bays and 3ft angle cleats. Timbers are 11x3” I don’t think they will be sagging someone built a proper building 30 years ago with that one.So have I. Used to do it a lot on 20’ bays to make the purlins a smaller span