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ETABS 2016 Concrete Frame Design: ETABS 2016 16.0.0 License # 1L4NYHW6GDTZBRA

This document provides details on the design of a concrete beam element using ETABS 2016 software. It includes the beam properties, material properties, design code parameters, factored forces and moments, and calculations for flexural, shear, and torsion reinforcement requirements.

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Rajib Maharjan
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30 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.0.0 License # 1L4NYHW6GDTZBRA

This document provides details on the design of a concrete beam element using ETABS 2016 software. It includes the beam properties, material properties, design code parameters, factored forces and moments, and calculations for flexural, shear, and torsion reinforcement requirements.

Uploaded by

Rajib Maharjan
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 16.0.

0 License #*1L4NYHW6GDTZBRA

ETABS 2016 Concrete Frame Design


IS 456:2000 Beam Section Design

Beam Element Details Type: Ductile Frame (Summary)


Level Element Unique Name Section ID Combo ID Station Loc Length (mm) LLRF
Story1 B40 217 Beam 1'x1'2'' Comb1 5616.2 5791.2 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
300 350 300 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

Factored Forces and Moments


Factored Factored Factored Factored
Mu3 Tu Vu2 Pu
kN-m kN-m kN kN
-46.5548 8.3857 56.1405 0

Design Moments, Mu3 & Mt


Factored Factored Positive Negative
Moment Mt Moment Moment
kN-m kN-m kN-m kN-m
-46.5548 10.6876 0 -57.2425

Design Moment and Flexural Reinforcement for Moment, M u3 & Tu


Design Design -Moment +Moment Minimum Required
-Moment +Moment Rebar Rebar Rebar Rebar
kN-m kN-m mm² mm² mm² mm²
Top (+2 Axis) -57.2425 503 0 503 225
Bottom (-2 Axis) 0 252 0 0 252

Shear Force and Reinforcement for Shear, Vu2 & Tu


Shear Ve Shear Vc Shear Vs Shear Vp Rebar Asv /s
kN kN kN kN mm²/m
56.1405 43.9425 56.9215 22.1529 543.91

Bhimsengola.EDB Page 1 of 2 12/1/2018


ETABS 2016 16.0.0 License #*1L4NYHW6GDTZBRA

Torsion Force and Torsion Reinforcement for Torsion, T u & VU2


Tu Vu Core b1 Core d1 Rebar Asvt /s
kN-m kN mm mm mm²/m
8.3857 56.1405 200 250 713.66

Bhimsengola.EDB Page 2 of 2 12/1/2018

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