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

This document summarizes the design of a concrete beam (Beam 1'x1') according to IS 456:2000 standards. The beam is 5740.4mm long and located on Story 2. It has a required flexural reinforcement of 257mm2 on the top and 515mm2 on the bottom to resist factored moments of -80.5671 kN-m. Shear reinforcement of 549.3mm2/m is needed to resist a factored shear force of 75.6257 kN. Torsional reinforcement of 663.3mm2/m is also required for a factored torsional moment of 4.2832 kN-m.

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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 summarizes the design of a concrete beam (Beam 1'x1') according to IS 456:2000 standards. The beam is 5740.4mm long and located on Story 2. It has a required flexural reinforcement of 257mm2 on the top and 515mm2 on the bottom to resist factored moments of -80.5671 kN-m. Shear reinforcement of 549.3mm2/m is needed to resist a factored shear force of 75.6257 kN. Torsional reinforcement of 663.3mm2/m is also required for a factored torsional moment of 4.2832 kN-m.

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
Story2 B12 172 Beam 1'x1' Comb7 175 5740.4 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
300 300 300 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
-80.5671 4.2832 66.1411 0.7981

Design Moments, Mu3 & Mt


Factored Factored Positive Negative
Moment Mt Moment Moment
kN-m kN-m kN-m kN-m
-80.5671 5.0391 0 -85.6062

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) -85.6062 1029 0 1029 257
Bottom (-2 Axis) 0 515 0 357 515

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
75.6257 50.8952 47.5745 33.1093 549.3

Basanta_Analysis.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
4.2832 66.1411 200 200 663.3

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

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