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Project Job Number Engineer SAP2000 Concrete Design SAP2000 v14.0.0 - File:D:\SAP BANDARA BANYUWANGI - REVIEW KONSOL 6.25 M\HITUNGAN BANDARA (REVIEW) December 3, 2014 9:16 ACI 318-99 BEAM SECTION DESIGN Type: Sway Special Units: N, mm, C (Flexural Details) L=6250.000 Element : 4 D=900.000 B=400.000 bf=400.000 Station Loc : 0.000 ds=0.000 dct=50.000 dcb=50.000 Section ID : BK1 E=23452.953 fc=24.900 Lt.Wt. Fac.=1.000 Combo ID : COMB1 fy=240.000 fys=240.000 Phi(Bending): 0.800 Phi(Shear): 0.750 Phi(Torsion): 0.750 FLEXURAL REINFORCEMENT FOR MOMENT, M3 Required +veMoment -veMoment Minimum Rebar Rebar Rebar Rebar Top (+2 Axis) 3048.635 0.000 3048.635 1953.515 Bottom (-2 Axis) 1953.515 1483.525 0.000 1953.515 Design Moments, Mu3 Design Design +veMoment -veMoment 236121693 -472243386

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Project

Job Number

Engineer

SAP2000 Concrete Design

SAP2000 v14.0.0 - File:D:\SAP BANDARA BANYUWANGI - REVIEW KONSOL 6.25 M\HITUNGAN BANDARA (REVIEW)December 3, 2014 9:16

ACI 318-99 BEAM SECTION DESIGN Type: Sway Special Units: N, mm, C (Flexural Details)

L=6250.000

Element : 4 D=900.000 B=400.000 bf=400.000

Station Loc : 0.000 ds=0.000 dct=50.000 dcb=50.000

Section ID : BK1 E=23452.953 fc=24.900 Lt.Wt. Fac.=1.000

Combo ID : COMB1 fy=240.000 fys=240.000

Phi(Bending): 0.800

Phi(Shear): 0.750

Phi(Torsion): 0.750

FLEXURAL REINFORCEMENT FOR MOMENT, M3

Required +veMoment -veMoment Minimum

Rebar Rebar Rebar Rebar

Top (+2 Axis) 3048.635 0.000 3048.635 1953.515

Bottom (-2 Axis) 1953.515 1483.525 0.000 1953.515

Design Moments, Mu3

Design Design

+veMoment -veMoment

236121693 -472243386

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