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- 1. ETABS 2016 16.0.0 License #*1SDLE9YPQ3ET6FY
Modulo 1 VERSIÓN 2.EDB Page 1 of 1 12/02/2017
ETABS 2016 Concrete Frame Design
ACI 318-08 Beam Section Design
Beam Element Details (Summary)
Level Element Unique Name Section ID Combo ID Station Loc Length (cm) LLRF Type
Story1 B65 14 V1 1.25(CM+CV)+CSx 116 348 1 Sway Special
Section Properties
b (cm) h (cm) bf (cm) ds (cm) dct (cm) dcb (cm)
25 40 25 0 4 4
Material Properties
Ec (kgf/cm²) f'c (kgf/cm²) Lt.Wt Factor (Unitless) fy (kgf/cm²) fys (kgf/cm²)
217370.65 210 1 4200 4200
Design Code Parameters
ΦT ΦCTied ΦCSpiral ΦVns ΦVs ΦVjoint
0.9 0.65 0.75 0.75 0.6 0.85
Design Moment and Flexural Reinforcement for Moment, Mu3
Design
-Moment
tonf-m
Design
+Moment
tonf-m
-Moment
Rebar
mm²
+Moment
Rebar
mm²
Minimum
Rebar
mm²
Required
Rebar
mm²
Top (+2 Axis) -0.3174 24 0 32 32
Bottom (-2 Axis) 0.8428 0 63 84 84
Shear Force and Reinforcement for Shear, Vu2
Shear Vu2
tonf
Shear ΦVc
tonf
Shear ΦVs
tonf
Shear Vp
tonf
Rebar Av /S
cm²/m
O/S #45 5.1873 0 0.9726 0
Torsion Force and Torsion Reinforcement for Torsion, Tu
Φ*Tu
tonf-m
Tcr
tonf-m
Area Ao
cm²
Perimeter, ph
cm
Rebar At /s
cm²/m
Rebar Al
mm²
1.1198 0.2215 426 94.4 4.17 394
O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed
