ACI 318-08/IBC 2009Concrete Frame Design Report

Prepared byGINGO

Model Name: RT.BU DESI.edb

24 June 2015 Page ETABS v9.7.4 Concrete Frame Design Design Detailed OutputACI 318-08/IBC 2009 Units: KN-m

Story Level: LT1

Element: B1316

Section Name: B20X40

Frame Type: Sway Special

ACI 318-08/IBC 2009 BEAM SECTION DESIGN Type:Sway Special Units: KN-m (Envelope) Level : LT1 L=5.000 Element : B1316 D=0.400 B=0.200 bf=0.200 Section ID : B20X40 ds=0.000 dct=0.040 dcb=0.040 E=20201699.41 fc=19613.300 Lt.Wt. Fac.=1.000 fy=382459.358 fys=235359.605 Phi(Bending): 0.800 Phi(Shear): 0.750 Phi(Seis Shear): 0.550 Phi(Torsion): 0.750

Flexural Reinforcement for Major Axis Moment ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Area Rebar % Rebar Area Rebar % Rebar Area Rebar % 0.002 2.164 3.978E-04 0.497 8.240E-04 1.030 Top (+2 Axis) 8.643E-04 1.080 4.207E-04 0.526 3.978E-04 0.497 Bot (-2 Axis)

Design Mu Station Loc Design Mu Station Loc Design Mu Station Loc -164.177 0.000 -41.044 3.500 -78.846 5.000 Top (+2 Axis) 82.089 0.000 43.235 3.000 41.044 4.500 Bot (-2 Axis)

Controlling Combo Controlling Combo Controlling Combo COMB1 COMB1 COMB1 Top (+2 Axis) COMB1 COMB1 COMB1 Bot (-2 Axis)

Shear Reinforcement for Major Shear (V2) ------- End-I --------- --------- Middle -------- --------- End-J --------- Rebar Av/s Rebar Av/s Rebar Av/s 0.002 0.001 0.001

Design Vu Station Loc Design Vu Station Loc Design Vu Station Loc 158.108 0.000 126.621 1.500 124.823 5.000

Controlling Combo Controlling Combo Controlling Combo COMB5 COMB5 COMB5

Torsion Reinforcement ------- Shear --------- ------ Longitudinal ----- Rebar At/s Rebar Al 0.000 0.000

Design Tu Station Loc Design Tu Station Loc 0.093 5.000 0.093 5.000

Controlling Combo Controlling Combo COMB19 COMB19