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Verify the pure bending moment capacity of the section specified below:

Section dimensions:

bw=12 in

h= 28 in

Material properties:

f’c=4 ksi

εc= 0.003 in/in

β1= 0.85

Reinforcement parameters:

As= 6 in2

fy=60 ksi

εy= 0.002068 in/in

Library link: https://openbrim.org/objid5c7bhumj6auof3cosprgw.libobj

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