ETABS 22.5.0
License #*1NWWULZ3SZ4DMH3
ETABS Concrete Frame Design
IS 456:2000 + IS 13920:2016 Beam Section Design (Summary)
Level
Element
Unique Name
Story 3
B40
183
Beam Element Details (Part 1 of 2)
Section ID
Combo ID
BEAM 350X550
Station Loc
Length (mm)
LLRF
250
4500
1
( NBC 2019) DL+0.3LL-RSx ULS
Beam Element Details (Part 2 of 2)
Type
Ductile Frame
Section Properties
bf (mm)
ds (mm)
b (mm)
h (mm)
350
550
350
dct (mm)
dcb (mm)
33
33
Ec (MPa)
fck (MPa)
Material Properties
Lt.Wt Factor (Unitless)
fy (MPa)
fys (MPa)
25000
25
1
500
500
0
Design Code Parameters
ɣC
ɣS
1.5
1.15
Factored Forces and Moments
Factored
Factored
Factored
Factored
Mu3
Tu
Vu2
Pu
kN-m
kN-m
kN
kN
-148.7257
13.9208
107.908
-4.0439
Design Moments, Mu3 & Mt
Factored
Moment
kN-m
Factored
Mt
kN-m
Positive
Moment
kN-m
Negative
Moment
kN-m
-148.7257
21.0567
124.963
-169.7823
Design Moment and Flexural Reinforcement for Moment, Mu3 & Tu
-Moment
+Moment
Minimum
Design
Design
Rebar
Rebar
Rebar
-Moment
+Moment
kN-m
kN-m
mm²
mm²
mm²
Top
(+2 Axis)
Bottom (-2 Axis)
Admin Block v22.EDB
-169.7823
124.963
Required
Rebar
mm²
808
0
808
434
586
586
0
434
Page 1 of 2
6/24/2025
ETABS 22.5.0
License #*1NWWULZ3SZ4DMH3
Shear Ve
kN
Shear Force and Reinforcement for Shear, Vu2 & Tu
Rebar Asv /s
Shear Vc
Shear Vs
Shear Vp
kN
kN
kN
mm²/m
142.7656
0
206.4035
100.5958
1106.31
Torsion Force and Torsion Reinforcement for Torsion, T u & VU2
Rebar Asvt /s
Tu
Vu
Core b1
Core d1
mm²/m
kN-m
kN
mm
mm
13.9208
Admin Block v22.EDB
107.908
304
Page 2 of 2
504
489.09
6/24/2025