Physics, 02.10.2019 05:00 lyndamahe0
For the following sections assume concrete of compressive strength of 6,000 psi and reinforcing steel bars with yield strength of 60 ksi to calculate a. the moment of inertia of the uncracked transformed section b. the cracking moment c. the stresses in the steel and concrete right after cracking d. the stresses in the steel and concrete when the moment is 40% of the cracking moment e. the stresses in the steel and concrete when the moment is 140% of the cracking moment f. would the cracking moment be the same for positive and negative moments? justify your answer for each beam.
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For the following sections assume concrete of compressive strength of 6,000 psi and reinforcing stee...
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