Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E = 29,000 ksi, there is a 50,000 Ibf axial load and 1000 lbf downward load in the center of the pile. 1,000 lb 50,000 lb 25 ft
Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E = 29,000 ksi, there is a 50,000 Ibf axial load and 1000 lbf downward load in the center of the pile. 1,000 lb 50,000 lb 25 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E
= 29,000 ksi, there is a 50,000 lbf axial load and 1000 Ibf downward load in the center of the
pile.
1,000 lb
50,000 lb
25 ft
Q7) Determine the most economical W18 beam that can withstand the 2500 lb/f uniform load
over a 30ft span.
2,500 PLF
30
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