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The total curvature demand is obtained using the displaced axis rotation calculated while performing the linear performance analysis, the yield moment and yield curvature values ​​calculated using the moment curvature relation.

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Tip
  • The total curvature demand ϕ t of the element end section is automatically calculated.

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ICONS

E = Concrete modulus of elasticity
h = Section height
I = Moment of inertia
L p = Plastic hinge length
l c = Element net opening
M y = Effective yield moment
M yi = Effective yield momentat i end
M yj = Effective yield moment at j end
Δ = Element translation between nodes
ϕ y = Flow curvature
ϕ t = Total curvature
θ p =Plastic rotation demand
θ y = Flow rotation
θ yi = flow rotation at end i
θ yj = flow rotation at end j
θ k = Displaced axis rotation
θ ki = displaced axis rotation at end i

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The following example reports the total curvature lead to columns φ t , return flow θ y , the yield torque M y , plastic rotation demand θ p , yield curvature φ y , φ total curvature lead t is shown.

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15.5.4.3