Skip to end of metadata
Go to start of metadata

You are viewing an old version of this content. View the current version.

Compare with Current View Version History

« Previous Version 2 Next »

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

  • No labels