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ETABS 2015 15.1.0 License #*1KR8X2ZDDTQKLJC

ETABS 2015 Concrete Frame Design

ACI 318-14 Beam Section Design

Beam Element Details (Summary)

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

Story3 D25 Pelengkung 1 1.Kombinasi 1 0 7062.1 1 Sway Special

Section Properties

b (mm) h (mm) b f(mm) d s (mm) d ct (mm) d cb (mm)

500 1200 500 0 50 50

Material Properties

E c (MPa) f ' c (MPa) L t.Wt Fac to r (Unit less) f y (MPa) f ys (MPa)

23500 27.58 1 413.69 413.69

Design Code Parameters

T CTied CSpiral Vns Vs Vjoint

0.9 0.65 0.75 0.75 0.6 0.85

Design Moment and Flexural Reinforcement for Moment, M u3

Design

-Moment

kN-m

Design

+Moment

kN-m

-Moment

Rebar

mm

+Moment

Rebar

mm

Minimum

Rebar

mm

Required

Rebar

mm

Top (+2 Axis) -96.4081 226 0 301 301

Bottom (-2 Axis) 48.2041 0 113 150 150

Shear Force and Reinforcement f or Shear, Vu2

Shear V u2kN

Shear V c

kN

Shear V s

kN

Shear V pkN

Rebar A v /S

mm/m

55.7414 376.1041 148.6682 27.4582 416.67

Torsion Force and Torsion Reinforcement for Torsion, Tu

*T u

kN-m

Tth

kN-m

Tcr

kN-m

Area A ocm

Perimeter, p hmm

Rebar A t /s

mm/m

Rebar A lmm

44.877 38.2308 152.9232 3882.6 3044.4 0 0

Modelisasi Awal Jembatan.MCB Page 1 of 1 6/13/2016