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GSBN:Re: holding down the roof (was: Look Ma', no hands!)
In some cases, a gale-force wind (>55 kph/34 mph) can apply more lift to
the roof of a building than the combined downward forces of both live and
dead loads for that same roof. In other words, winds can put more force
into trying to lift a roof off, than the weight of the roof and its
heaviest snow load. In these winds (especially when there is no live
load), the roof will fly away, unless restrained by a tie-down system of
And there always is a tie-down system of some sort. The question is
whether the system is sufficient for the building design and local
conditions. When owner-builders start getting creative, and leaving out
traditional building components and strategies, they vastly increase the
risk of failure due to unexpected (by them) factors. Gale force winds
(less than half the velocity of hurricane force winds) occur fairly
frequently in almost every location on earth.
Many owner-builders are unaware of this risk, and most people severely
underestimate the magnitude of the wind forces on the roof. Obviously,
there are many variables in local conditions and building details.
However, reliable roof attachment is always important. Common construction
techniques can provide the necessary attachment, while obscuring the
function. For example, most bale compression systems used by
owner-builders also do a good job of holding down the roof. However, the
latter function is often ignored or underrated.
I am curious about the roof attachment for the buildings described in
Rikki's message. It may be that there is some roof tie-down system that is
not obvious. Or perhaps the buildings are at risk. Earthen plaster by
itself is not sufficient for holding the roof down.
(PS- Please forward my comments to the European Strawbale list. Since I am
not a member, I doubt that my posting will go through.)
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From: "rikki nitzkin" rnitzkin@...
Date: Wed, 30 Mar 2005 11:43:14 +0000
Subject: [Strawbale]part 2: Look Ma', no hands!
I always thought that to build a solid, load-bearing SB house it was
necessary to include a tie-down system and a roof-plate.
On a recent trip investigating SB houses in Spain, I found out that this
I saw eight SB structures with know tie-down system, five of which had no
roof-plate, and all were perfectly solid. The oldest of these houses is 4
years old, and hasn«t moved at all. The biggest is two stories high (29m2
This two-story house was built using a unique technique: the man plastered
each course of bales as it went up. The first three courses could be laid
and plastered at once, then about one course a day, so that the straw/clay
plaster had time to set. He built the whole house, alone, in less than
months. The walls have not compressed at all. The beams for the second
story are placed over very small (2x2) strips of wood laid on top of the
bales--no tie-down. The roof beams the same, just plastered all around
a heavy straw/clay plaster. The roof is very light-weight.
This reminds me of Tom Rijven«s system of bale-dipp?ng, but one step
Does anyone know of any other homes (load-bearing) built without tie-down
systems or roof-plates?
How have they held up? If it really works (in these houses it seems to)
could save a lot of time and money in building . . .
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