AISCAISC 360-22
TablesK Additional requirements for HSS and box-section connections

Table K2.1

PDF page 229 · AISC 360-22

Available Strengths of Plate-to-Round HSS Connections

Plate-to-Round HSS Connection Types 1

Figure description:

Plate-to-Round HSS Connection Types

1. Transverse plate T-, Y-, and cross-connections

  • Description: Plates attached perpendicular to the round HSS axis.
  • Key Parameters:
    • RR: Connection strength/load
    • MM: Moment
    • θ\theta: Angle of connection
    • DD: HSS diameter
    • tt: HSS wall thickness
    • BbB_b: Plate width

2. Longitudinal plate T-, Y-, and cross-connections

  • Description: Plates attached parallel to the round HSS axis.
  • Key Parameters:
    • RR: Connection strength/load
    • MM: Moment
    • θ\theta: Angle of connection
    • DD: HSS diameter
    • tt: HSS wall thickness
    • lbl_b: Plate length

Connection Available Strength

Plate Bending

Limit state: HSS local yielding

Plate axial load: In-plane: Out-of-plane:

Rnsinθ=Fyt2[5.510.81(BbD)]QfR_{n}\text{sin}\theta=F_{y}t^{2}\left[\frac{5.5}{1-0.81\left(\frac{B_{b}}{D}\right)}\right]Q_{f} (K2-1a):
Mn=0.5BbRnM_{n}=0.5B_{b}R_{n} (K2-1b):
ϕ=0.90 (LRFD)\phi=0.90\text{ (LRFD)}: Ω=1.67 (ASD)\Omega=1.67\text{ (ASD)}

Limit state: HSS plastification Plate axial load: Rnsinθ=5.5Fyt2[1+0.25(lbD)]QfR_{n}\sin\theta=5.5F_{y}t^{2}\left[1+0.25\left(\frac{l_{b}}{D}\right)\right]Q_{f} (K2-2a) In-plane: Mn=0.8lbRnM_{n}=0.8l_{b}R_{n} (K2-2b) Out-of-plane: – ϕ=0.90\phi=0.90 (LRFD) Ω=1.67\Omega=1.67 (ASD)