ETABS 2015 15.0.0 License #*19QY98WRYNCGRJF
ETABS 2015 Concrete Frame DesignACI 318-14 Column Section Design
Column Element Details (Envelope)Level Element Section ID Length (m) LLRF TypeStory1 C1 C3B 3 0.499 Sway Special
Section Propertiesb (m) h (m) dc (m) Cover (Torsion) (m)
1 0.3 0.06525 0.0254
Material PropertiesEc (tonf/m²) f'c (tonf/m²) Lt.Wt Factor (Unitless) fy (tonf/m²) fys (tonf/m²)2509980.08 2800 1 42000 42000
Design Code ParametersΦT ΦCTied ΦCSpiral ΦVns ΦVs ΦVjoint
0.9 0.65 0.75 0.85 0.6 0.85
Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction
Column End Rebar Area m²
Rebar %
Top 0.003 1Bottom 0.003 1
Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction
Column End Design Pu
tonfDesign Mu2
tonf-mDesign Mu3
tonf-mStation Loc
m Controlling Combo
tonf tonf-m tonf-m m Top 31.0275 -9.2647 1.3385 3 0.9CM - DNY
Bottom 32.8419 13.6646 -0.8214 0.2 0.9CM - DNY
Shear Reinforcement for Major Shear, Vu2
Column End Rebar Av /s m²/m
Design Vu2
tonfStation Loc
m Controlling Combo
Top 0.00085 6.4452 3 0.9CM - DNY
Bottom 0.00085 6.4452 0.2 0.9CM - DNY
Shear Reinforcement for Minor Shear, Vu3
Column End Rebar Av /s m²/m
Design Vu3
tonfStation Loc
m Controlling Combo
Top 0.00048 14.07 3 0.9CM - DNY
Bottom 0.00048 14.07 0.2 0.9CM - DNY
Joint Shear Check/Design
Joint Shear Ratio
Shear Vu,Tot
tonf
Shear Vc
tonf
Joint Area m²
Controlling Combo
Major(Vu2) 0.274 22.311 81.4612 0.18 1.25(CM+CV) + DNX
Minor(Vu3) 0.274 49.194 169.7109 0.3 1.25(CM+CV) + DNX
Beam/Column Capacity Ratios
6/5(B/C) Ratio
Column/Beam Ratio
SumBeamCap Moments
tonf-m
SumColCap Moments
tonf-mControlling
Combo
Major33 0.524 2.29 14.272 32.6767 0.9CM + DNX
Minor22 0.307 3.911 31.206 122.0435 0.9CM + DNX
18.01.16.EDB Page 1 of 2 20/01/2016
ETABS 2015 15.0.0 License #*19QY98WRYNCGRJF
18.01.16.EDB Page 2 of 2 20/01/2016