The design axial capacity of the column shown in the figure (kip) is. fc' = 4000 psi and rebars and ties 2'-6" grade 60. 6 # 6 # 3ties @7" 2'-6"
The design axial capacity of the column shown in the figure (kip) is. fc' = 4000 psi and rebars and ties 2'-6" grade 60. 6 # 6 # 3ties @7" 2'-6"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The design axial capacity of the column shown in the figure (kip) is. fc' = 4000 psi and rebars and ties
2'-6"
grade 60.
6 # 6
#3ties @7"
O 1669.2
O2567.9
O255.67
1797.6
2247
2'-6"
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