// CODE SNIPPET
2212A.2.2 Beam-To-Column Strength Ratio
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At each moment-resisting connection the following shall apply:
(Equation 22A-1)
where:
| Fybi | = | The specified yield stress of beam "i." |
| Fycj | = | The specified yield stress of column "j." |
| Sbi | = | The flexural section modulus of each beam "i" that is moment connected to the column "j" at the connection. |
| Scj | = | The flexural section modulus of each column "j" that is moment connected to the beam "i" at the connection. |
Exceptions:
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