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The document provides details on the design of a concrete beam element including its section properties, material properties, design code parameters, and calculations for moment, shear, and torsion reinforcement requirements.

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Chandra S
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62 views1 page

TB1

The document provides details on the design of a concrete beam element including its section properties, material properties, design code parameters, and calculations for moment, shear, and torsion reinforcement requirements.

Uploaded by

Chandra S
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 16.1.

0 License #*1FQDT7JK6TR3GAR

ETABS 2016 Concrete Frame Design


ACI 318-14 Beam Section Design

Beam Element Details (Summary) (Part 1 of 2)


Level Element Unique Name Section ID Combo ID Station Loc Length (mm)
basement B38 251 TB1 250x450 UDCon3 3052.9 6218.3

Beam Element Details (Summary) (Part 2 of 2)


LLRF Type
1 Sway Special

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
250 450 250 0 60 60

Material Properties
Ec (MPa) f'c (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)
22454.49 22.83 1 390 240

Design Code Parameters


ΦT ΦCTied ΦCSpiral ΦVns ΦVs ΦVjoint
0.9 0.65 0.75 0.75 0.6 0.85

Design Moment and Flexural Reinforcement for Moment, Mu3

Design Design -Moment +Moment Minimum Required


-Moment +Moment Rebar Rebar Rebar Rebar
N-mm N-mm mm² mm² mm² mm²

Top (+2 Axis) -21544995.66 160 0 213 213


Bottom (-2 Axis) 86511595.65 0 680 345 680

Shear Force and Reinforcement for Shear, Vu2


Shear Vu2 Shear ΦVc Shear ΦVs Shear Vp Rebar Av /S
N N N N mm²/mm
11176.06 58017.74 0 30907.11 0

Torsion Force and Torsion Reinforcement for Torsion, T u


Φ*Tu Tth Tcr Area Ao Perimeter, ph Rebar At /s Rebar Al
N-mm N-mm N-mm mm² mm mm²/mm mm²
859647.96 2689695.87 10758783.48 49447.2 1044.4 0 0

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