ETABS 22.5.0
License #*1GM7PQSBLC7FZH4
ETABS Concrete Frame Design
ACI 318-19 Beam Section Design (Summary)
Beam Element Details
Level
Element Unique Name
1ST FLR
B26
227
Section ID
Combo ID Station Loc Length (mm)
BEAM 250 X 600
1.4 D.L
5725
6025
LLRF
Type
1
Sway Special
Section Properties
b (mm) h (mm)
250
b f (mm)
d s (mm)
d ct (mm)
d cb (mm)
250
0
43
43
600
Material Properties
E c (MPa)
f' c (MPa)
Lt.Wt Factor (Unitless)
f y (MPa)
f ys (MPa)
31622.78
40
1
500
415
Design Code Parameters
ϕT
ϕ CTied
ϕ CSpiral
ϕ Vns
ϕ Vs
ϕ Vjoint
0.9
0.65
0.75
0.75
0.6
0.85
Design Moment and Flexural Reinforcement for Moment, M u3
Design Design -Moment +Moment Minimum Required
Moment
Pu
Rebar
Rebar
Rebar
Rebar
kN-m
kN
mm²
mm²
mm²
mm²
Top (+2 Axis)
-72.6645
0
294
0
439
439
Bottom (-2 Axis)
36.3323
0
0
146
439
439
Shear Force and Reinforcement for Shear, V u2
3 - Copy.EDB
Shear V u2
kN
Shear ϕV c
kN
Shear ϕV s
kN
Shear V p
kN
Rebar A v /s
mm²/m
60.0264
109.6923
0
51.8158
0
Page 1 of 2
10-05-2026
ETABS 22.5.0
License #*1GM7PQSBLC7FZH4
Torsion Force and Torsion Reinforcement for Torsion, Tu
3 - Copy.EDB
Tu
kN-m
T u,Design
kN-m
ϕT th
kN-m
ϕT cr
kN-m
Rebar At /s
mm²/m
Rebar Al
mm²
0.1321
20.8518
5.213
20.8518
480.13
645
Page 2 of 2
10-05-2026