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001238
2024-01-16

Stability Bracing of Beams (Required Stiffness)

Stability Bracing of Beams (Required Stiffness)
βbr =1Φ·(10·Mr·CdLbr·ho)  (LRFD)
βbr =Ω·(10·Mr·CdLbr·ho)  (ASD)
βbr Required stiffness of the stability beam bracing 
Mr Required flexural strength of the beam
Cd Double curvature factor = 1.0
Lbr Maximum spacing of the stability beam bracing
ho Distance between the flange centroid

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