Reinforced Concrete Column (rectangle)
Based on AS3600 2018

Height

Eff length factor, k_X , k_Y

Dimension, D_x

Dimension, D_y

Downpipe, D_void

Gross area, A_g

Concrete area, A_c

Concrete strength

Concrete cover

Downpipe cover

Ultimate strain, ε_cu

α₁

α₂

γ

Bar diameter

Yield stress

Bars - top/btm (Space: )

Bars - side (Space: )

Bars - total

Steel area, A_st

Steel modulus, E_s

Steel ult. strain, ε_su

Bar diameter @

Yield stress

Min tie spacing, S

Rad. gyration, r_x , r_y

Slenderness, λ_x λ_y

Radius of gyration, r

Slenderness, λ

Dead load, G

Live load, Q

Moment, M_x M_y

Ultimate, N*

Moment magnifier, δ_b

Ultimate, M*_x M*_y

β_d

Buckling capacity, N_c , ΦN_c

Buckling check, N*/ΦN_c

Squash capacity, N_uo , ΦN_uo

Squash check, N*/ΦN_uo

Moment capacity, ΦM_ux M*_x/ΦM_ux

Moment capacity, ΦM_uy M*_y/ΦM_uy

Steel density

Concrete volume

Reinforcement rate