Scribd
Upload
79 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 1G83KMAGR458AC8

This document summarizes the design of a column element in a concrete frame using IS 456:2000 design codes. It provides details of the column section, material properties, design parameters, and results of the longitudinal and shear reinforcement design to resist axial, biaxial bending, and shear forces, including rebar areas and design forces. It also checks joint shear capacities and compares beam and column moment capacities.

Uploaded by

Sandip Budhathoki
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
79 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 1G83KMAGR458AC8

This document summarizes the design of a column element in a concrete frame using IS 456:2000 design codes. It provides details of the column section, material properties, design parameters, and results of the longitudinal and shear reinforcement design to resist axial, biaxial bending, and shear forces, including rebar areas and design forces. It also checks joint shear capacities and compares beam and column moment capacities.

Uploaded by

Sandip Budhathoki
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
You are on page 1/ 2

ETABS 2016 16.2.

1 License #*1G83KMAGR458AC8

ETABS 2016 Concrete Frame Design


IS 456:2000 Column Section Design(Envelope)

Column Element Details


Level Element Unique Name Section ID Length (mm) LLRF
Story2 C5 17 COLUMN -300*300 2850 0,564

Section Properties
b (mm) h (mm) dc (mm) Cover (Torsion) (mm)
304,8 304,8 60 30

Material Properties
Ec (MPa) fck (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)
22360,68 20 1 500 500

Design Code Parameters


ɣC ɣS
1,5 1,15

Longitudinal Reinforcement Design for Pu - Mu2 - Mu3 Interaction


Rebar Area Rebar
Column End
mm² %
Top 1312 1,41
Bottom 1599 1,72

Design Axial Force & Biaxial Moment for Pu - Mu2 - Mu3 Interaction
Design Pu Design Mu2 Design Mu3 Station Loc
Column End Controlling Combo
kN kN-m kN-m mm
kN kN-m kN-m mm
Top 701,5882 -14,0318 -44,8452 2494,4 DCon7
Bottom 710,2758 -14,2055 52,5328 0 DCon7

Shear Reinforcement for Major Shear, Vu2


Rebar Asv /s Design Vu2 Station Loc
Column End Controlling Combo
mm²/m kN mm
Top 337,85 56,8232 2494,4 DCon14
Bottom 337,85 56,8232 0 DCon14

Shear Reinforcement for Minor Shear, Vu3


Rebar Asv /s Design Vu3 Station Loc
Column End Controlling Combo
mm²/m kN mm
Top 337,85 48,5299 2494,4 DCon14
Bottom 337,85 48,5299 0 DCon14

Joint Shear Check/Design


Shear Shear Joint
Joint Shear Controlling
Vu,Tot Vc Area
Ratio Combo
kN kN mm²
Major(Vu2) 1,3 540,1597 415,475 92903 DCon12
Minor(Vu3) 1,3 436,9157 415,475 92903 DCon12

Beam/Column Capacity Ratios


SumBeamCap SumColCap
1.1(B/C) Column/Beam Controlling
Moments Moments
Ratio Ratio Combo
kN-m kN-m
Major33 1,134 0,97 115,6759 112,2553 DCon7

BISHNU SARKI.EDB Page 1 of 2 5/8/2019


ETABS 2016 16.2.1 License #*1G83KMAGR458AC8

SumBeamCap SumColCap
1.1(B/C) Column/Beam Controlling
Moments Moments
Ratio Ratio Combo
kN-m kN-m
Minor22 0,968 1,136 98,7931 112,2553 DCon7

BISHNU SARKI.EDB Page 2 of 2 5/8/2019

You might also like