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ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 1RZX8SR3E4RTBAX

This document summarizes the design of a concrete beam element (B191) according to IS 456:2000 standards. Key details include the beam's section properties, material properties, design code parameters, and factored forces and moments. The results of the flexural and shear design and reinforcement requirements are also provided.

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Gaurav Malya
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57 views2 pages

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.1 License # 1RZX8SR3E4RTBAX

This document summarizes the design of a concrete beam element (B191) according to IS 456:2000 standards. Key details include the beam's section properties, material properties, design code parameters, and factored forces and moments. The results of the flexural and shear design and reinforcement requirements are also provided.

Uploaded by

Gaurav Malya
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 #*1RZX8SR3E4RTBAX

ETABS 2016 Concrete Frame Design


IS 456:2000 Beam Section Design

Beam Element Details Type: Ordinary Frame (Summary)


Level Element Unique Name Section ID Combo ID Station Loc Length (mm) LLRF
PODIUM B191 6744 B225X700M30 LIMIT 0 2400 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
225 700 225 0 50 50

Material Properties
Ec (MPa) fck (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)
27386.13 30 1 500 415

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
-318.4413 0.0124 173.0788 0

Design Moments, Mu3 & Mt


Factored Factored Positive Negative
Moment Mt Moment Moment
kN-m kN-m kN-m kN-m
-318.4413 0.03 0 -318.4713

Design Moment and Flexural Reinforcement for Moment, Mu3 & Tu


Design Design -Moment +Moment Minimum Required
-Moment +Moment Rebar Rebar Rebar Rebar
kN-m kN-m mm² mm² mm² mm²
Top (+2 Axis) -318.4713 1332 0 1332 268
Bottom (-2 Axis) 0 0 0 0 0

Shear Force and Reinforcement for Shear, Vu2 & Tu


Shear Ve Shear Vc Shear Vs Shear Vp Rebar Asv /s
kN kN kN kN mm²/mm

model for design.EDB Page 1 of 2 08-04-2019


ETABS 2016 16.2.1 License #*1RZX8SR3E4RTBAX

Shear Ve Shear Vc Shear Vs Shear Vp Rebar Asv /s


kN kN kN kN mm²/mm
173.0788 92.8718 80.2952 240.2762 0.34

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/mm
0.0124 173.0788 145 620 0

model for design.EDB Page 2 of 2 08-04-2019

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