Beam-Columns - Theory & Concepts - Interaction Diagram

Design of members subjected to combined axial compression and flexural loads, including second-order effects and bracing requirements.

Member Capacities (Assumed W14x90):

Applied Axial Load,

P_u

(kips)

200 kips

Applied Moment,

M_{ux}

(k-ft)

150 k-ft

Interaction Value: 0.422

Equation H1-1a used ( $P_u / \phi P_c \ge 0.2$ )

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Limit: ≤ 1.0

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