Upload
jason-scott
View
213
Download
0
Embed Size (px)
DESCRIPTION
1
Citation preview
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