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The document summarizes the design of a concrete beam element according to IS 456:2000 standards. Key details include the beam's section properties, material properties, design code parameters, factored forces and moments, required flexural and shear reinforcement, and torsion reinforcement to resist the calculated torsion and shear forces. The beam has dimensions of 228.6mm by 355.6mm and is designed to resist forces and moments including a factored bending moment of -63.0914 kN-m.

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Anish Neupane
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111 views1 page

BM PDF

The document summarizes the design of a concrete beam element according to IS 456:2000 standards. Key details include the beam's section properties, material properties, design code parameters, factored forces and moments, required flexural and shear reinforcement, and torsion reinforcement to resist the calculated torsion and shear forces. The beam has dimensions of 228.6mm by 355.6mm and is designed to resist forces and moments including a factored bending moment of -63.0914 kN-m.

Uploaded by

Anish Neupane
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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ETABS 2016 16.2.

1 License #*1DCCS8XQSQDQZCV

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 B13 97 BM9"X14" UDCon10 152.4 3810 1

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
228.6 355.6 228.6 0 25.4 25.4

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
-63.0914 4.0729 67.4727 0

Design Moments, Mu3 & Mt


Factored Factored Positive Negative
Moment Mt Moment Moment
kN-m kN-m kN-m kN-m
-63.0914 6.1227 0 -69.2141

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) -69.2141 593 0 593 174
Bottom (-2 Axis) 0 297 0 23 297

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
83.8749 42.9179 69.464 44.9112 582.95

Torsion Force and Torsion Reinforcement for Torsion, Tu & VU2


Tu Vu Core b1 Core d1 Rebar Asvt /s
kN-m kN mm mm mm²/m
4.0729 67.4727 197.8 324.8 445.3

ANJANABTTRAI.EDB Page 1 of 1 2/28/2019

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