Prepare a bar bending schedule for a 2.2m X 2.2m footing. The footing is reinforced with 12mm Ø bar @ 0.15m c/c in both directions. The square column of 330mm X 330mm cover distance as 0.025m. reinforced with 4 # of 16mm Ø bar and tied with 8 mm Ø shear bar placed at 0.20m c/c height the column below plinth beam 1.70m. Assume the
Prepare a bar bending schedule for a 2.2m X 2.2m footing. The footing is reinforced with 12mm Ø bar @ 0.15m c/c in both directions. The square column of 330mm X 330mm cover distance as 0.025m. reinforced with 4 # of 16mm Ø bar and tied with 8 mm Ø shear bar placed at 0.20m c/c height the column below plinth beam 1.70m. Assume the
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Prepare a bar bending schedule for a 2.2m X 2.2m footing. The footing is reinforced with 12mm Ø bar @ 0.15m c/c in both directions.
The square column of 330mm X 330mm
reinforced with 4 # of 16mm Ø bar and tied with 8 mm Ø shear bar placed at 0.20m c/c height of the column below plinth beam 1.70m. Assume the
cover distance as 0.025m.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8183c8b0-bd3b-4852-a46e-07e0a4cf26de%2F05aeaec5-0ee5-4b08-8241-02afa0071dc6%2Feaj1h7n_processed.png&w=3840&q=75)
Transcribed Image Text:Prepare a bar bending schedule for a 2.2m X 2.2m footing. The footing is reinforced with 12mm Ø bar @ 0.15m c/c in both directions.
The square column of 330mm X 330mm
reinforced with 4 # of 16mm Ø bar and tied with 8 mm Ø shear bar placed at 0.20m c/c height of the column below plinth beam 1.70m. Assume the
cover distance as 0.025m.
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