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ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 16797TXAP7B5CCK

This document summarizes the design of a concrete beam element in ETABS. It provides the beam's dimensions, material properties, design code parameters, flexural and shear reinforcement details, and design forces including bending moment, shear and torsion. The beam is 4.267 meters long with a cross section of 10x14 inches. Reinforcement is specified at various locations along the beam to resist the bending, shear and torsional demands calculated under different load combinations.

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Buddhisagar Bastola
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86 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 16797TXAP7B5CCK

This document summarizes the design of a concrete beam element in ETABS. It provides the beam's dimensions, material properties, design code parameters, flexural and shear reinforcement details, and design forces including bending moment, shear and torsion. The beam is 4.267 meters long with a cross section of 10x14 inches. Reinforcement is specified at various locations along the beam to resist the bending, shear and torsional demands calculated under different load combinations.

Uploaded by

Buddhisagar Bastola
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.

1 License #*16797TXAP7B5CCK

ETABS 2016 Concrete Frame Design


IS 456:2000 Beam Section Design (Envelope)

Beam Element Details


Level Element Unique Name Section ID Length (mm) LLRF
GF (12'-0") B5 64 B10"x14" 4267.2 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
254 355.6 254 0 31.8 33.8

Material Properties
Ec (MPa) fck (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)
22360 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) 433 0.48 194 0.21 425 0.47
Bot (-2 Axis) 217 0.24 194 0.21 213 0.24

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) -53 152.4 -6 3048 -52 4114.8
Combo C5(DL+1.3LL-1.25EQY) C8(0.9DL+1.25EQY) C4(DL+1.3LL+1.25EQY)
Bot (-2 Axis) 0 152.4 13 3048 0 4114.8
Combo C5(DL+1.3LL-1.25EQY) C9(0.9DL-1.25EQY) C4(DL+1.3LL+1.25EQY)

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
347 282 327

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
63 304.8 0 3048 60 3962.4
C3(DL+1.3LL+1.25EQX) C9(0.9DL-1.25EQY) C3(DL+1.3LL+1.25EQX)

Torsion Reinforcement
Shear
Rebar Asvt /s
mm²/m

M_TankaPrasadPoudel.EDB Page 1 of 2 11/14/2017


ETABS 2016 16.2.1 License #*16797TXAP7B5CCK

Shear
Rebar Asvt /s
mm²/m
245

Design Torsion Force


Design Tu Station Loc Design Tu Station Loc
kN-m mm kN-m mm
0 4114.8 2 304.8
C4(DL+1.3LL+1.25EQY) C3(DL+1.3LL+1.25EQX)

M_TankaPrasadPoudel.EDB Page 2 of 2 11/14/2017

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