A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (a) stress. (Unit: psi) A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (b) strain. A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (c) total deformation. (Unit: in)
A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (a) stress. (Unit: psi)
A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (b) strain.
A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 lb. The nominal dimensions of the post area are 10 in. by 10 in. Its length is 8 ft. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute (c) total deformation. (Unit: in)
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 1 images
