depth of stress block
a = (β1)(c) =
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a
Flexural resistance factor (ksi)
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R
the strain of concrete
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Epsilon c
the distance from the extreme fiber in compression to the centroid of the longitudinal
reinforcement on the tension side [in]
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d, effective depth
the torsion comes from the fixity of the
connections (typically occurs in statically indeterminate structures)
design torsion to be reduced to the cracking torque times the reduction
factor
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compatibility torsion
a = (β1)(c) =
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a
Flexural resistance factor (ksi)
, Give this one a try later!
R
the strain of concrete
Give this one a try later!
Epsilon c
the distance from the extreme fiber in compression to the centroid of the longitudinal
reinforcement on the tension side [in]
Give this one a try later!
d, effective depth
the torsion comes from the fixity of the
connections (typically occurs in statically indeterminate structures)
design torsion to be reduced to the cracking torque times the reduction
factor
Give this one a try later!
compatibility torsion
