Etabs Concrete Frame Design ACI 318 14 B PDF

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beam design according to ACI code through E-tabs software...

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ETABS 18.0.2

License #*13WZTZSH5FG6VHN

ETABS Concrete Frame Design ACI 318-14 Beam Section Design

Beam Element Details (Summary) Level GF

Element Unique Name Section ID Combo ID Station Loc Length (mm) B82

234

GB 20*60

ULS

2200

LLRF

5400

1

Type Sway Special

Section Properties b (mm) h (mm) 200

b f (mm)

600

d s (mm)

200

d ct (mm)

0

d cb (mm)

41

41

Material Properties E c (MPa)

f' c (MPa)

24855.58

Lt.Wt Factor (Unitless)

30

f y (MPa)

1

f ys (MPa)

420

250

Design Code Parameters ΦT

Φ CTied

Φ CSpiral

0.9

0.65

0.75

Φ Vns

Φ Vs

Φ Vjoint

0.75

0.6

0.85

Design Moment and Flexural Reinforcement for Moment, M u3 Design -Moment +Moment Minimum Required Design Rebar Rebar Rebar Rebar -Moment +Moment mm² mm² mm² mm² kN-m kN-m Top (+2 Axis) Bottom (-2 Axis)

-44.4981 333.0863

214

0

286

286

0

1821

367

1821

Shear Force and Reinforcement for Shear, V u2

fahad.EDB

Shear V u2 kN

Shear ΦV c kN

Shear ΦV s kN

Shear V p kN

Rebar A v /S mm²/m

O/S #45

76.2699

0

0

0

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10/9/2019

ETABS 18.0.2

License #*13WZTZSH5FG6VHN

Torsion Force and Torsion Reinforcement for Torsion, Tu Φ*T u kN-m

Tth kN-m

Tcr kN-m

Area A o cm²

Perimeter, p h mm

16.2351

3.0675

12.2699

482.7

1244.4

Rebar A t /s mm²/m 896.98

Rebar A l mm² 675

O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed

fahad.EDB

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