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ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.0 License # 1G83KMAGR458AC8

This document provides details on the design of a concrete beam element in ETABS, including its section properties, material properties, design code parameters, flexural and shear reinforcement, and torsion design. Flexural, shear, and torsion forces are calculated at different locations along the beam.

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Sandip Budhathoki
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75 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.0 License # 1G83KMAGR458AC8

This document provides details on the design of a concrete beam element in ETABS, including its section properties, material properties, design code parameters, flexural and shear reinforcement, and torsion design. Flexural, shear, and torsion forces are calculated at different locations along the beam.

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
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ETABS 2016 16.2.

0 License #*1G83KMAGR458AC8

ETABS 2016 Concrete Frame Design


IS 456:2000 Beam Section Design (Envelope)

Beam Element Details


Level Element Unique Name Section ID Length (mm) LLRF
Story1 B4 82 Tie Beam-230*300 2743,2 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
228,6 304,8 228,6 0 60 60

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

Flexural Reinforcement for Major Axis Moment, Mu3


End-I End-I Middle Middle End-J End-J
Rebar Area Rebar Rebar Area Rebar Rebar Area Rebar
mm² % mm² % mm² %
Top (+2 Axis) 371 0,53 150 0,21 433 0,62
Bot (-2 Axis) 360 0,52 150 0,21 396 0,57

Flexural Design Moment, Mu3


End-I End-I Middle Middle End-J End-J
Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc
kN-m mm kN-m mm kN-m mm
Top (+2 Axis) -34,8038 152,4 0 1615,4 -39,8512 2590,8
Combo DCon8 DCon14 DCon7
Bot (-2 Axis) 34,0579 152,4 0,8641 1615,4 37,0088 2590,8
Combo DCon11 DCon14 DCon12

Shear Reinforcement for Major Shear, Vu2


End-I Middle End-J
Rebar Asv /s Rebar Asv /s Rebar Asv /s
mm²/m mm²/m mm²/m
259,11 287,37 253,39

Design Shear Force for Major Shear, Vu2


End-I End-I Middle Middle End-J End-J
Design Vu Station Loc Design Vu Station Loc Design Vu Station Loc
kN mm kN mm kN mm
43,9425 640,1 0,0438 1615,4 44,8425 2590,8
DCon8 DCon10 DCon14

Torsion Reinforcement
Shear
Rebar Asvt /s
mm²/m
220,34

Design Torsion Force

LAGANKHEL.EDB Page 1 of 2 12/12/2017


ETABS 2016 16.2.0 License #*1G83KMAGR458AC8

Design Tu Station Loc Design Tu Station Loc


kN-m mm kN-m mm
0,3033 2590,8 0,3148 2590,8
DCon11 DCon10

LAGANKHEL.EDB Page 2 of 2 12/12/2017

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