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ETABS Concrete Frame Design: ETABS 20.1.0 License # 1PWEY5GKVXGJ5BP

This document summarizes the design of a concrete beam element in ETABS. It provides details of the beam such as its level, unique name, section ID, material properties, and design code parameters. It then summarizes the results of the design including the required flexural and shear reinforcement. Specifically, it shows that the design moment requires 298 mm2 of reinforcement on the top and bottom of the beam. It also shows that the design shear force of 10.6858 kN does not require any shear reinforcement.

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Tamilselvi M
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91 views1 page

ETABS Concrete Frame Design: ETABS 20.1.0 License # 1PWEY5GKVXGJ5BP

This document summarizes the design of a concrete beam element in ETABS. It provides details of the beam such as its level, unique name, section ID, material properties, and design code parameters. It then summarizes the results of the design including the required flexural and shear reinforcement. Specifically, it shows that the design moment requires 298 mm2 of reinforcement on the top and bottom of the beam. It also shows that the design shear force of 10.6858 kN does not require any shear reinforcement.

Uploaded by

Tamilselvi M
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 20.1.

0 License #*1PWEY5GKVXGJ5BP

ETABS Concrete Frame Design


ACI 318-19 Beam Section Design (Summary)

Beam Element Details (Part 1 of 2)


Level Element Unique Name Section ID Combo ID Station Loc Length (mm) LLRF
ROOF LEVEL B1 25 RB200 X 450 208 (0.9DL + 1.0WLY) 3650 3800 1

Beam Element Details (Part 2 of 2)


Type
Sway Special

Section Properties
b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)
200 450 200 0 25 25

Material Properties
Ec (MPa) f'c (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)
27805.57 35 1 420 420

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 Pu Rebar Rebar Rebar Rebar
kN-m kN mm² mm² mm² mm²
Top (+2 Axis) -2.5133 0 16 0 298 298
Bottom (-2 Axis) 1.2566 0 0 8 298 298

Shear Force and Reinforcement for Shear, Vu2


Shear Vu2 Shear ϕVc Shear ϕVs Shear Vp Rebar Av /s
kN kN kN kN mm²/m
10.6858 32.9293 0 0 0

Torsion Force and Torsion Reinforcement for Torsion, Tu


Tu ϕTth ϕTcr Area Ao Perimeter, ph Rebar At /s Rebar Al
kN-m kN-m kN-m cm² mm mm²/m mm²
0.3899 2.3087 9.2348 341 944.4 0 0

SECURITY CABIN_13.01.2023.EDB Page 1 of 1 13-01-2023

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