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ACI 318-08/IBC 2009
Concrete Frame Design Report
Prepared by
GINGO
Model Name: RT.BU DESI.edb
24 June 2015
ETABS®
v9.7.4 Concrete Frame Design Design Summary Output
ACI 318-08/IBC 2009 Units: KN-m
Concrete Beam Design - Flexural & Shear Design Rebar Areas
Concrete Beam Design - Flexural & Shear Design Rebar Areas
Story Beam Section Location Top Bottom Shear
Level Bay Name Rebar Area Rebar Area Rebar Area
LT1 B1316 B20X40 End-I 0.002 8.643E-04 0.002
LT1 B1316 B20X40 Middle 3.978E-04 4.207E-04 0.001
LT1 B1316 B20X40 End-J 8.240E-04 3.978E-04 0.001
Concrete Beam Design - Torsion Design Rebar Areas
Concrete Beam Design - Torsion Design Rebar Areas
Story Beam Section Torsion-Shear Torsion-Long.
Level Bay Name Rebar Area Rebar Area
LT1 B1316 B20X40 0.000 0.000
Page 2

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02 design

  • 1. ACI 318-08/IBC 2009 Concrete Frame Design Report Prepared by GINGO Model Name: RT.BU DESI.edb 24 June 2015
  • 2. ETABS® v9.7.4 Concrete Frame Design Design Summary Output ACI 318-08/IBC 2009 Units: KN-m Concrete Beam Design - Flexural & Shear Design Rebar Areas Concrete Beam Design - Flexural & Shear Design Rebar Areas Story Beam Section Location Top Bottom Shear Level Bay Name Rebar Area Rebar Area Rebar Area LT1 B1316 B20X40 End-I 0.002 8.643E-04 0.002 LT1 B1316 B20X40 Middle 3.978E-04 4.207E-04 0.001 LT1 B1316 B20X40 End-J 8.240E-04 3.978E-04 0.001 Concrete Beam Design - Torsion Design Rebar Areas Concrete Beam Design - Torsion Design Rebar Areas Story Beam Section Torsion-Shear Torsion-Long. Level Bay Name Rebar Area Rebar Area LT1 B1316 B20X40 0.000 0.000 Page 2