Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 60 T-m. The footing has the following characteristics. B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm², d = 42.5 cm. Assume that the footing is ductile and you can use the reduction factor of 0.9 O 12

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Chapter2: Loads On Structures
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Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 60 T-m.
The footing has the following characteristics.
B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm2, d = 42.5 cm. Assume that the footing is ductile and you can use
the reduction factor of 0.9
O 12
O 14
O 21
O 17
Transcribed Image Text:Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 60 T-m. The footing has the following characteristics. B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm2, d = 42.5 cm. Assume that the footing is ductile and you can use the reduction factor of 0.9 O 12 O 14 O 21 O 17
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