ETABS 2013 13.0.0 License #

ETABS 2013 Concrete Frame Design

ACI 318-11 Beam Section Design

Beam Element Details (Summary)

Level Element Section ID Combo ID Station Loc Length (mm) LLRF Type

Story1 B2 ConcBm DCon1 175 5000 1 Sway Special

Section Properties

b (mm) h (mm) bf (mm) ds (mm) dct (mm) dcb (mm)

350 500 350 0 60 60

Material Properties

Ec (MPa) f'c (MPa) Lt.Wt Factor (Unitless) fy (MPa) fys (MPa)

24855.58 27.58 1 413.69 413.69

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

-Moment kN-m

Design +Moment

kN-m

-Moment Rebar mm²

+Moment Rebar mm²

Minimum Rebar mm²

Required Rebar mm²

Top (+2 Axis) -11.6444 95 0 71 95

Bottom (-2 Axis) 5.8222 47 36 0 47

Shear Force and Reinforcement for Shear, Vu2

Shear Vu2

kNShear ΦVc

kNShear ΦVs

kNShear Vp

kNRebar Av /S

mm²/m

14.8339 100.7305 0 0 0

Torsion Force and Torsion Reinforcement for Torsion, Tu

Φ*Tu

kN-mTcr

kN-mArea Ao

cm²Perimeter, ph

mmRebar At /s

mm²/mRebar Al

mm²/m

0 5.9614 912.4 1344.4 0 0

Sloof 35_50.EDB Page 1 of 1 21 Agust 2015