|
As1 |
Surface of the longitudinal reinforcement of Beam 1 |
|
As2 |
Surface of the longitudinal reinforcement of Beam 2 |
|
VC |
Shear force of thé column above the node j in the seismic design situation |
|
yRd |
Factor to consider overstrength; should not be less than 1.2 |
Horizontal Shear Force of Inner Beam-Column Connection Node
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