4. A wood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of angles are exactly the same length of 20 feet. The reinforced post carries a total compressive load of 200 kips. For steel: E = 29 x 10^3 ksi, for wood: Area = 0.938 sq. in., E = 1.9 x 10^3 ksi a. Find the axial stress (in kips) in the steel. b. Find the axial stress in the wood. IVER c. Find the deformation (in inches) if the length of the reinforced post is 12 ft.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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4. A wood post 12 in. by 12 in. is braced by four steel angles. The
wood post and the pieces of angles are exactly the same length
of 20 feet. The reinforced post carries a total compressive load of
200 kips. For steel: E = 29 x 10^3 ksi, for wood: Area = 0.938 sq. in.,
E = 1.9 x 10^3 ksi
%3D
a. Find the axial stress (in kips) in the steel.
b. Find the axial stress in the wood.
IVER
c. Find the deformation (in inches) if the length of the
reinforced post is 12 ft.
Transcribed Image Text:4. A wood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of angles are exactly the same length of 20 feet. The reinforced post carries a total compressive load of 200 kips. For steel: E = 29 x 10^3 ksi, for wood: Area = 0.938 sq. in., E = 1.9 x 10^3 ksi %3D a. Find the axial stress (in kips) in the steel. b. Find the axial stress in the wood. IVER c. Find the deformation (in inches) if the length of the reinforced post is 12 ft.
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