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ETABS 2016 Concrete Design Summary

This document summarizes the design of a concrete column element in ETABS. It provides the column details, including its section properties and material properties. It then lists the design code parameters used and shows the results of designing the column for its required axial force and biaxial bending moments. These include the design forces, minimum reinforcement requirements, and factors used in the design. It also summarizes the shear design of the column and checks if a joint shear design is required.

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kennysaweg
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94 views2 pages

ETABS 2016 Concrete Design Summary

This document summarizes the design of a concrete column element in ETABS. It provides the column details, including its section properties and material properties. It then lists the design code parameters used and shows the results of designing the column for its required axial force and biaxial bending moments. These include the design forces, minimum reinforcement requirements, and factors used in the design. It also summarizes the shear design of the column and checks if a joint shear design is required.

Uploaded by

kennysaweg
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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ETABS 2016 16.2.

1 License #*1QV5UFRTQ87XEG2

ETABS 2016 Concrete Frame Design


ACI 318-14 Column Section Design

Column Element Details (Summary)

Level Element Unique Name Section ID Combo ID Station Loc Length (mm) LLRF Type

204
2ND FL C10 89 C-500X500 0 3200 0.41 Sway Special
(1.2+0.5CaI)DL+f1LL+DYNY

Section Properties

b (mm) h (mm) dc (mm) Cover (Torsion) (mm)


500 500 60 27.3

Material Properties

E c (MPa) f' c (MPa) Lt.Wt Factor (Unitless) f y (MPa) f ys (MPa)


24855.58 27.58 1 413.69 275.79

Design Code Parameters

ΦT Φ CTied Φ CSpiral Φ Vns Φ Vs Φ Vjoint Ω0


0.9 0.65 0.75 0.75 0.6 0.85 2

Axial Force and Biaxial Moment Design For P u , M u2 , M u3

Design P u Design M u2 Design M u3 Minimum M2 Minimum M3 Rebar Area Rebar %


kN kN-m kN-m kN-m kN-m mm² %
3345.3358 255.1288 101.163 101.163 101.163 5246 2.1

Axial Force and Biaxial Moment Factors

C m Factor δ ns Factor δ s Factor K Factor Effective Length


Unitless Unitless Unitless Unitless mm
Major Bend(M3) 0.343406 1 1 1 2700
Minor Bend(M2) 0.27667 1 1 1 2700

DYNAMIC.EDB Page 1 of 2 1/26/2020


ETABS 2016 16.2.1 License #*1QV5UFRTQ87XEG2

Shear Design for V u2 , V u3

Shear V u Shear ΦV c Shear ΦV s Shear ΦV p Rebar Av /s


kN kN kN kN mm²/m
Major, V u2 176.6681 283.5432 56.882 176.6681 625
Minor, V u3 205.1476 283.5432 56.882 205.1476 625

Joint Shear Check/Design

Joint Shear Shear Shear Shear Joint Shear


Force V u,Top V u,Tot ΦV c Area Ratio
kN kN kN kN cm² Unitless
Major Shear, V u2 N/A N/A N/A N/A N/A N/A
Minor Shear, V u3 N/A N/A N/A N/A N/A N/A

(6/5) Beam/Column Capacity Ratio

Major Ratio Minor Ratio


N/A N/A

Notes:

N/A: Not Applicable

N/C: Not Calculated

N/N: Not Needed

DYNAMIC.EDB Page 2 of 2 1/26/2020

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