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