AISCAISC 360-22
Formulas

Formulas: Design of Connections and Supports

PDF page 386 · AISC 360-22

Equation C-B3-7

Ks=Ms/θsK_{s}=M_{s} / \theta_{s}

Formula 2

If KsL/EI20K_{s} L / E I \geq 20, it is acceptable to consider the connection to be fully restrained (in other words, able to maintain the angles between members).

KsL/EI20K_{s} L / E I \geq 20

Formula 3

If KsL/EI2K_{s} L / E I \leq 2, it is acceptable to consider the connection to be simple (in other words, it rotates without developing moment).

KsL/EI2K_{s} L / E I \leq 2

Formula 4

Ks=20EI/LK_s = 20EI/L (text_label - position: top-left, above steep dashed line)

Ks=20EI/LK_s = 20EI/L

Formula 5

Ks=2EI/LK_s = 2EI/L (text_label - position: bottom-right, above shallow dashed line)

Ks=2EI/LK_s = 2EI/L

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