FarazAli
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Problem from book
"the roof of a 9m x 10m school has a total mass of 12600 kg. The roof is to be supported byt "2 x 4s" (actually about 4cm X 9cm) along the 10m sides. How many supports are required on each side and how far apart mush they be? Consider only compression and assume a safety factor of 12"
Well, I figured that the area of one support is 4 cm \cdot 9 cm = 3.6 \cdot 10^{-3} m^2
and that the total force of the roof is it's own weight F = 12600 kg \cdot 9.80 \frac{m}{s^2} = 1.23 \cdot 10^5 N.
The stress is given as stress = \frac{F}{A}, so the stress on one support should be \frac{stress}{x} where x is the number of supports.
What should I do next (The Compressive strength is given in the book for wood; 35 \cdot 10^6 \frac{N}{m^2} parallel to grain and 10 \cdot 10^6 \frac{N}{m^2} perpindicular to grain)
"the roof of a 9m x 10m school has a total mass of 12600 kg. The roof is to be supported byt "2 x 4s" (actually about 4cm X 9cm) along the 10m sides. How many supports are required on each side and how far apart mush they be? Consider only compression and assume a safety factor of 12"
Well, I figured that the area of one support is 4 cm \cdot 9 cm = 3.6 \cdot 10^{-3} m^2
and that the total force of the roof is it's own weight F = 12600 kg \cdot 9.80 \frac{m}{s^2} = 1.23 \cdot 10^5 N.
The stress is given as stress = \frac{F}{A}, so the stress on one support should be \frac{stress}{x} where x is the number of supports.
What should I do next (The Compressive strength is given in the book for wood; 35 \cdot 10^6 \frac{N}{m^2} parallel to grain and 10 \cdot 10^6 \frac{N}{m^2} perpindicular to grain)