Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 50 T- m. The footing has the following characteristics. B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm?, d = 32.5 cm. Assume that the footing is ductile and you can use the reduction factor of 0.9 O 25 O 12 O 14 O 16

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.22P: A flexible circular footing of radius R carries a uniform pressure q. Find the depth (in terms of R)...
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Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 50 T-
m. The footing has the following characteristics.
B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm?, d = 32.5 cm. Assume that the footing is ductile and you can
use the reduction factor of 0.9
25
O 12
O 14
16
Transcribed Image Text:Calculate the number of steel bars #6 in a square footing necessary to resist a factored moment of Mu = 50 T- m. The footing has the following characteristics. B = 2.6 m, Fy = 4200 kg/cm2, f'c = 250 kg/cm?, d = 32.5 cm. Assume that the footing is ductile and you can use the reduction factor of 0.9 25 O 12 O 14 16
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