02 design
- 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
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