Quantity
Number of steel bars used in design
Bar dist
Distance between center of steel bar to edge of cap
From
Starting location of steel bar
To
Ending location of steel bar
Loc
Location of design section from start of current member
AbsLoc
Location of design section from left end of cap
Mmax
Maximum moment at design section
Mmin
Minimum moment at design section
Mn
Resisting moment, which has φ factor considered
Asb-req
Required bottom steel area
Asb-prv
Provided bottom steel area
Asb-eff
Effective bottom steel area, after considering development length
Ast-eff
Effective top steel area, after considering development length
Phi*Vc
Shear capacity of concrete section, which has φ factor considered
Phi*Tcr
Torsion capacity of concrete section, which has φ factor considered
Av/s
Required stirrup area per unit length
Alx Alt
Additional longitudinal steel due to shear and torsion (in addition to the provided steel)
fs-t
Cracking/fatigue stress at top
fs-b
Cracking/fatigue stress at bottom
Ratio fs-t
Ratio between cracking/fatigue stress at top and allowable stress
Ratio fs-b
Ratio between cracking/fatigue stress at bottom and allowable stress
*
Warning flag if code requirement is not satisfied
