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h = overall thickness, height, or depth of the member.
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ideCAD checks the beam-column joint shear limits according to ACI 318-19 Chapter 15
The joint shear design should consider the shear resulting from the moment created by gravity load, wind, earthquake, or other lateral forces at beam-column joints.
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The column extends above the joint at least one column depth, h, measured in the direction of the joint shear considered.
Longitudinal and transverse reinforcement from the column below the joint is continued through the extension.
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The width of each transverse beam is at least three-quarters of the width of the column face into which the beam frames
Transverse beams extend at least one beam depth h beyond the joint faces
Transverse beams contain at least two continuous top and bottom bars satisfying ACI 9.6.1.2 and No. 3 or larger more oversized stirrups satisfying ACI 9.6.3.4and 9.7.6.2.2.
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