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ETABS 2015 15.0.0 License #*1Y3E9F2A7XJTXQA ETABS 2015 Concrete Frame Design ACI 318-14 Beam Section Design Beam Element Details (Envelope) Level Element Section ID Length (mm) LLRF Type Story2 B9 V25X30 3850 1 Sway Special Section Properties b (mm) h (mm) b f (mm) d s (mm) d ct (mm) d cb (mm) 250 300 250 0 60 60 Material Properties E c (kgf/mm²) f' c (kgf/mm²) Lt.Wt Factor (Unitless) f y (kgf/mm²) f ys (kgf/mm²) 2195 2.11 1 42.18 42.18 Design Code Parameters Φ T Φ CTied Φ CSpiral Φ Vns Φ Vs Φ Vjoint 0.9 0.65 0.75 0.75 0.6 0.85 Flexural Reinforcement for Major Axis Moment, M u3 End-I Rebar Area mm² End-I Rebar % Middle Rebar Area mm² Middle Rebar % End-J Rebar Area mm² End-J Rebar % Top (+2 Axis) 444 0.59 138 0.18 288 0.38 Bot (-2 Axis) 211 0.28 200 0.27 271 0.36 Flexural Design Moment, M u3 End-I Design M u tonf-m End-I Station Loc mm Middle Design M u tonf-m Middle Station Loc mm End-J Design M u tonf-m End-J Station Loc mm Top (+2 Axis) -3.6936 125 -0.9234 2650 -2.473 3725 Combo UDCon6 UDCon6 UDCon6 Bot (-2 Axis) 1.8468 125 1.3653 2650 2.3351 3725 Combo UDCon8 UDCon8 UDCon8 Shear Reinforcement for Major Shear, V u2 End-I Rebar A v /s mm²/m Middle Rebar A v /s mm²/m End-J Rebar A v /s mm²/m O/S O/S 372.2 Design Shear Force for Major Shear, V u2 End-I Design V u tonf End-I Station Loc mm Middle Design V u tonf Middle Station Loc mm End-J Design V u tonf End-J Station Loc mm 4.0523 125 125 -0.9234 2.8262 3725 NDLCS.EDB Page 1 of 2 26/05/2015
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ETABS 2015 15.0.0License #*1Y3E9F2A7XJTXQA ETABS 2015 Concrete Frame DesignACI 318-14 Beam Section Design
Beam Element Details (Envelope)LevelElementSection IDLength (mm)LLRFType
Story2B9V25X3038501 Sway Special
Section Propertiesb (mm)h (mm)bf (mm)ds (mm)dct (mm)dcb (mm)
25030025006060
Material PropertiesEc (kgf/mm)f'c (kgf/mm)Lt.Wt Factor (Unitless)fy (kgf/mm)fys (kgf/mm)
21952.11142.1842.18
Design Code ParametersTCTiedCSpiralVnsVsVjoint
0.90.650.750.750.60.85
Flexural Reinforcement for Major Axis Moment, Mu3 End-I
Rebar Area
mmEnd-I
Rebar
%Middle
Rebar Area
mmMiddle
Rebar
%End-J
Rebar Area
mmEnd-J
Rebar
%
Top (+2 Axis)4440.591380.182880.38
Bot (-2 Axis)2110.282000.272710.36
Flexural Design Moment, Mu3 End-I
Design Mu
tonf-mEnd-I
Station Loc
mmMiddle
Design Mu
tonf-mMiddle
Station Loc
mmEnd-J
Design Mu
tonf-mEnd-J
Station Loc
mm
Top (+2 Axis)-3.6936125-0.92342650-2.4733725
Combo UDCon6 UDCon6 UDCon6
Bot (-2 Axis)1.84681251.365326502.33513725
Combo UDCon8 UDCon8 UDCon8
Shear Reinforcement for Major Shear, Vu2End-I
Rebar Av /s
mm/mMiddle
Rebar Av /s
mm/mEnd-J
Rebar Av /s
mm/m
O/SO/S372.2
Design Shear Force for Major Shear, Vu2End-I
Design Vu
tonfEnd-I
Station Loc
mmMiddle
Design Vu
tonfMiddle
Station Loc
mmEnd-J
Design Vu
tonfEnd-J
Station Loc
mm
4.0523125125-0.92342.82623725
UDCon5 2.8262 UDCon6
Torsion ReinforcementShear
Rebar At /s
mm/mLongitudinal
Rebar Al
mm
364.42271
Design Torsion ForceDesign Tu
tonf-mStation Loc
mmDesign Tu
tonf-mStation Loc
mm
0.666614500.66661450
UDCon3 UDCon3
O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowedNDLCS.EDBPage 1 of 126/05/2015
