TablesI Design of composite members

Table I5.1

PDF page 178 · AISC 360-22

Coefficients $c_{p}$ and $c_{m}$ for Use with Equations I5-1a and I5-1b

Filled Composite Member Type	c_p	c_m
Filled Composite Member Type	c_p	when c_sr ≥ 0.5	when c_sr < 0.5
Rectangular	c_p = 0.17 / c_sr^0.4	c_m = 1.06 / c_sr^0.11 ≥ 1.0	c_m = 0.90 / c_sr^0.36 ≤ 1.67
Round HSS	c_p = 0.27 / c_sr^0.4	c_m = 1.10 / c_sr^0.08 ≥ 1.0	c_m = 0.95 / c_sr^0.32 ≤ 1.67

Load Transfer for Positive Flexural Strength

Direct Bond Interaction