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Section strength under axial force and bending
Simplified interaction check of a plastic section under axial compression and bending about one axis. Reference: IS 800:2007 Cl. 9.3.1.1.
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# Inputs
f_y := 250 MPa
gamma_m0 := 1.10
A_g := 5000 mm^2
Z_p := 651e3 mm^3
N_u := 300 kN
M_u := 60 kN*m
# Strengths
N_d := A_g*f_y/gamma_m0 = kN
M_d := Z_p*f_y/gamma_m0 = kN*m
# Interaction
U := N_u/N_d + M_u/M_d =
U <= 1 =
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More IS 800 sheets on members
- Tension member: gross and net section
- Axially loaded column
- Laterally supported beam in bending
- Shear strength of a rolled beam
- Maximum slenderness of members