Design a rectangular tied column for flexure in a reinforced concrete frame is subjected to the following loading scenarios: c. PD = 200 kips, MD = 150 k-ft, PL = 100 kips, ML = 400 k-ft For your design consider the following load combinations: i) 1.2 DL +1.6 LL, and ii) 1.4 DL In your design use concrete with compressive strength of 4,000 psi and Grade 60 steel bars. (Hint: Initially consider the maximum axial load demand. After determining the column dimensions, check for all cases to find the required reinforcement ratio.)
Design a rectangular tied column for flexure in a reinforced concrete frame is subjected to the following loading scenarios: c. PD = 200 kips, MD = 150 k-ft, PL = 100 kips, ML = 400 k-ft For your design consider the following load combinations: i) 1.2 DL +1.6 LL, and ii) 1.4 DL In your design use concrete with compressive strength of 4,000 psi and Grade 60 steel bars. (Hint: Initially consider the maximum axial load demand. After determining the column dimensions, check for all cases to find the required reinforcement ratio.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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