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ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.0 License # 1L9ZZXPDKW855CF

This document summarizes the design of a concrete beam (Beam 3) according to ACI 318-14 standards. It provides the beam's dimensions, material properties, design code parameters, and required flexural, shear, and torsion reinforcement to resist the calculated design forces. The beam is 25 cm wide and 40 cm tall with 4 cm of cover on both the top and bottom. It requires 1.47 cm2 of flexural reinforcement on the top and 0.74 cm2 on the bottom to resist the design bending moments. To resist the design shear force of 0.3127 tonf, 0.3127 tonf of shear reinforcement is required. No torsion reinforcement is needed.

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jhonatan danton pocoy ramirez
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49 views1 page

ETABS 2016 Concrete Frame Design: ETABS 2016 16.2.0 License # 1L9ZZXPDKW855CF

This document summarizes the design of a concrete beam (Beam 3) according to ACI 318-14 standards. It provides the beam's dimensions, material properties, design code parameters, and required flexural, shear, and torsion reinforcement to resist the calculated design forces. The beam is 25 cm wide and 40 cm tall with 4 cm of cover on both the top and bottom. It requires 1.47 cm2 of flexural reinforcement on the top and 0.74 cm2 on the bottom to resist the design bending moments. To resist the design shear force of 0.3127 tonf, 0.3127 tonf of shear reinforcement is required. No torsion reinforcement is needed.

Uploaded by

jhonatan danton pocoy ramirez
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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ETABS 2016 16.2.

0 License #*1L9ZZXPDKW855CF

ETABS 2016 Concrete Frame Design


ACI 318-14 Beam Section Design

Beam Element Details (Summary)


Level Element Unique Name Section ID Combo ID Station Loc Length (cm) LLRF Type
Story1 B3 12 V25X40 ENVOL 40 502.5 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 (tonf/cm²) f'c (tonf/cm²) Lt.Wt Factor (Unitless) fy (tonf/cm²) fys (tonf/cm²)
217.371 0.21 1 4.2 4.2

Design Code Parameters


ΦT ΦCTied ΦCSpiral ΦVns ΦVs ΦVjoint
0.9 0.7 0.75 0.85 0.6 0.85

Design Moment and Flexural Reinforcement for Moment, M u3


Design Design -Moment +Moment Minimum Required
-Moment +Moment Rebar Rebar Rebar Rebar
tonf-cm tonf-cm cm² cm² cm² cm²
Top (+2 Axis) -145.983 1.1 0 1.47 1.47
Bottom (-2 Axis) 72.991 0.01 0.56 0.74 0.74

Shear Force and Reinforcement for Shear, Vu2


Shear Vu2 Shear ΦVc Shear ΦVs Shear Vp Rebar Av /S
tonf tonf tonf tonf cm²/cm
0.3127 0 0.3127 0.9144 0.0034

Torsion Force and Torsion Reinforcement for Torsion, T u


Φ*Tu Tth Tcr Area Ao Perimeter, ph Rebar At /s Rebar Al
tonf-cm tonf-cm tonf-cm cm² cm cm²/cm cm²
14.249 25.699 102.797 426 94.44 0 0

MODULO SUM - COMEDOR.EDB Page 1 of 1 03/01/2018

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