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ETABS 2015 15.2.0 License #*1EKT79NQ8BM5RHJ
ETABS 2015 Concrete Frame Design
IS 456:2000 Beam Section Design
Beam Element Details Type: Ductil e Frame (Summary)
Level Element Unique Name Section ID Combo ID Station Loc Length
(mm) LLRF
Ground Beam Level B6 68 B350X450 UDCon14 689.4 914.4 1
Section Properties
b (mm) h (mm) b f (mm) d s (mm) d ct (mm) d cb (mm)
350 450 350 0 25 25
Material Properties
E c (MPa) f ck (MPa) Lt.Wt Factor (Unitless) f y (MPa) f ys
(MPa)25000 25 1 500 500
Design Code Parametersɣ C ɣ S
1.5 1.15
Factored Forces and Moments
FactoredMu3
kN-m
FactoredT u
kN-m
FactoredVu2kN
FactoredP ukN
-9.09 0 19.16 -0.25
Design Moments, M u3 & M t
FactoredMoment
kN-m
FactoredM t
kN-m
PositiveMoment
kN-m
NegativeMoment
kN-m-9.09 0 0 -9.09
Design Moment and Flexural Reinforcement for Moment, M u3 &
T u
Design-Moment
kN-m
Design+Moment
kN-m
-MomentRebarmm ²
+MomentRebarmm ²
MinimumRebarmm ²
RequiredRebarmm ²
Top (+2 Axis) -9.09 378 0 50 378
Bottom (-2 Axis) 0 95 0 0 95
Shear Force and Reinfo rcement fo r Shear, V u2 & T u Shear
V e
kNShear V c
kNShear V s
kNShear V p
kNRebar A sv /s
mm ² /m292.05 53.87 238.18 273.94 1552.97
Jhaveri House at Naranpura.EDB Page 1 of 2 5/30/2016
