ETABS v9.7.4 File:2ND WORK Units:KN-m February 13, 2015 19:01
PAGE 1 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO
TYPE CASE TYPE FACTOR DCON1 ADD DEAD Static 1.4000 DCON2 ADD DEAD
Static 1.2000 LIVE Static 1.6000 ETABS v9.7.4 File:2ND WORK
Units:KN-m February 13, 2015 19:01 PAGE 2 C O N C R E T E C O D E P
R E F E R E N C E S Code : ACI 318-08/IBC 2009 C O N C R E T E C O
D E P R E F E R E N C E S Consider Minimum Eccentricity : Number of
Interaction Curves : 24 Number of Interaction Points : 11 Pattern
Live Load Factor : 0.750 Utilization Factor Limit : 0.950 Phi
(Tension Controlled) : 0.900 Phi (Comp. Controlled Tied) : 0.650
Phi (Comp. Controlled Spiral) : 0.750 Phi (Shear and/or Torsion) :
0.750 Phi (Shear Seismic) : 0.600 Phi (Shear Joint) : 0.850 ETABS
v9.7.4 File:2ND WORK Units:KN-m February 13, 2015 19:01 PAGE 3 M A
T E R I A L P R O P E R T Y D A T A MATERIAL MATERIAL DESIGN
MATERIAL MODULUS OF POISSON'S THERMAL SHEAR NAME TYPE TYPE
DIR/PLANE ELASTICITY RATIO COEFF MODULUS C21 Iso Concrete All
24821128.400 0.2000 9.9000E-0610342136.833 M A T E R I A L P R O P
E R T Y M A S S A N D W E I G H T MATERIAL MASS PER WEIGHT PER NAME
UNIT VOL UNIT VOL C21 2.4007E+00 2.3562E+01 M A T E R I A L D E S I
G N D A T A F O R C O N C R E T E M A T E R I A L S MATERIAL
LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWT NAME CONCRETE FC FY FYS
REDUC FACT C21 No 21000.000 330000.000 330000.000 N/A ETABS v9.7.4
File:2ND WORK Units:KN-m February 13, 2015 19:01 PAGE 4 C O N C R E
T E C O L U M N P R O P E R T Y D A T A SECTION MAT COLUMN COLUMN
REBAR CONCRETE BAR CORNER LABEL LABEL DEPTH WIDTH PATTERN COVER
SIZE BAR SIZE C1 C21 0.400 0.400 RR-3-3 4.000E-02 #9 #9 ETABS
v9.7.4 File:2ND WORK Units:KN-m February 13, 2015 19:01 PAGE 5 C O
N C R E T E B E A M P R O P E R T Y D A T A SECTION MAT BEAM BEAM
TOP BOTTOM REBAR REBAR REBAR REBAR LABEL LABEL DEPTH WIDTH COVER
COVER AT-1 AT-2 AB-1 AB-2 ConcBm CONC 0.457 0.305 4.572E-02
4.572E-02 0.000 0.000 0.000 0.000 B1 C21 0.350 0.250 4.570E-02
4.570E-02 0.000 0.000 0.000 0.000 ETABS v9.7.4 File:2ND WORK
Units:KN-m February 13, 2015 19:01 PAGE 6 C O N C R E T E C O L U M
N D E S I G N E L E M E N T I N F O R M A T I O N (ACI 318-08/IBC
2009) STORY COLUMN SECTION FRAMING RLLF L_RATIO L_RATIO K K ID LINE
ID TYPE FACTOR MAJOR MINOR MAJOR MINOR STORY2 C1 C1 SWYSPEC 1.000
0.883 0.883 1.000 1.000 STORY1 C1 C1 SWYSPEC 0.992 0.883 0.883
1.000 1.000 STORY2 C2 C1 SWYSPEC 0.991 0.883 0.883 1.000 1.000
STORY1 C2 C1 SWYSPEC 0.862 0.883 0.883 1.000 1.000 STORY2 C3 C1
SWYSPEC 1.000 0.883 0.883 1.000 1.000 STORY1 C3 C1 SWYSPEC 0.988
0.883 0.883 1.000 1.000 STORY2 C4 C1 SWYSPEC 0.990 0.883 0.883
1.000 1.000 STORY1 C4 C1 SWYSPEC 0.859 0.883 0.883 1.000 1.000
STORY2 C5 C1 SWYSPEC 0.863 0.883 0.883 1.000 1.000 STORY1 C5 C1
SWYSPEC 0.607 0.883 0.883 1.000 1.000 STORY2 C6 C1 SWYSPEC 0.991
0.883 0.883 1.000 1.000 STORY1 C6 C1 SWYSPEC 0.863 0.883 0.883
1.000 1.000 STORY2 C7 C1 SWYSPEC 0.991 0.883 0.883 1.000 1.000
STORY1 C7 C1 SWYSPEC 0.863 0.883 0.883 1.000 1.000 STORY2 C8 C1
SWYSPEC 0.863 0.883 0.883 1.000 1.000 STORY1 C8 C1 SWYSPEC 0.618
0.883 0.883 1.000 1.000 STORY2 C9 C1 SWYSPEC 0.990 0.883 0.883
1.000 1.000 STORY1 C9 C1 SWYSPEC 0.873 0.883 0.883 1.000 1.000
STORY2 C10 C1 SWYSPEC 0.990 0.883 0.883 1.000 1.000 STORY1 C10 C1
SWYSPEC 0.872 0.500 0.500 1.000 1.000 STORY2 C11 C1 SWYSPEC 0.864
0.883 0.883 1.000 1.000 STORY1 C11 C1 SWYSPEC 0.609 0.883 0.883
1.000 1.000 STORY2 C12 C1 SWYSPEC 0.991 0.883 0.883 1.000 1.000
STORY1 C12 C1 SWYSPEC 0.863 0.883 0.883 1.000 1.000 STORY2 C13 C1
SWYSPEC 0.990 0.883 0.883 1.000 1.000 STORY1 C13 C1 SWYSPEC 0.863
0.883 0.883 1.000 1.000 STORY2 C14 C1 SWYSPEC 0.862 0.883 0.883
1.000 1.000 STORY1 C14 C1 SWYSPEC 0.607 0.883 0.883 1.000 1.000
STORY2 C15 C1 SWYSPEC 0.990 0.883 0.883 1.000 1.000 STORY1 C15 C1
SWYSPEC 0.859 0.883 0.883 1.000 1.000 STORY2 C16 C1 SWYSPEC 1.000
0.883 0.883 1.000 1.000 STORY1 C16 C1 SWYSPEC 0.884 0.883 0.883
1.000 1.000 STORY2 C17 C1 SWYSPEC 0.885 0.883 0.883 1.000 1.000
STORY1 C17 C1 SWYSPEC 0.649 0.883 0.883 1.000 1.000 STORY2 C18 C1
SWYSPEC 1.000 0.883 0.883 1.000 1.000 STORY1 C18 C1 SWYSPEC 0.881
0.883 0.883 1.000 1.000 STORY2 C19 C1 SWYSPEC 1.000 0.883 0.883
1.000 1.000 STORY1 C19 C1 SWYSPEC 1.000 0.883 0.883 1.000 1.000
STORY2 C20 C1 SWYSPEC 1.000 0.883 0.883 1.000 1.000 STORY1 C20 C1
SWYSPEC 0.905 0.883 0.883 1.000 1.000 STORY2 C21 C1 SWYSPEC 1.000
0.883 0.883 1.000 1.000 STORY1 C21 C1 SWYSPEC 1.000 0.883 0.883
1.000 1.000 ETABS v9.7.4 File:2ND WORK Units:KN-m February 13, 2015
19:01 PAGE 7 C O N C R E T E B E A M D E S I G N E L E M E N T I N
F O R M A T I O N (ACI 318-08/IBC 2009) STORY BAY SECTION FRAMING
RLLF L_RATIO L_RATIO ID ID ID TYPE FACTOR MAJOR MINOR STORY2 B3 B1
SWYSPEC 1.000 0.933 0.933 STORY2 B4 B1 SWYSPEC 1.000 0.933 0.933
STORY2 B5 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B6 B1 SWYSPEC 1.000
0.933 0.933 STORY2 B7 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B8 B1
SWYSPEC 1.000 0.920 0.920 STORY2 B11 B1 SWYSPEC 1.000 0.920 0.920
STORY2 B12 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B13 B1 SWYSPEC 1.000
0.933 0.933 STORY2 B14 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B15 B1
SWYSPEC 1.000 0.933 0.933 STORY2 B16 B1 SWYSPEC 1.000 0.933 0.933
STORY2 B18 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B20 B1 SWYSPEC 1.000
0.933 0.933 STORY2 B21 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B22 B1
SWYSPEC 1.000 0.933 0.933 STORY2 B23 B1 SWYSPEC 1.000 0.933 0.933
STORY2 B24 B1 SWYSPEC 1.000 0.933 0.933 STORY2 B25 B1 SWYSPEC 1.000
0.920 0.920 STORY2 B26 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B27 B1
SWYSPEC 1.000 0.920 0.920 STORY2 B28 B1 SWYSPEC 1.000 0.920 0.920
STORY2 B29 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B30 B1 SWYSPEC 1.000
0.920 0.920 STORY2 B31 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B32 B1
SWYSPEC 1.000 0.920 0.920 STORY2 B33 B1 SWYSPEC 1.000 0.920 0.920
STORY2 B34 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B35 B1 SWYSPEC 1.000
0.920 0.920 STORY2 B36 B1 SWYSPEC 1.000 0.920 0.920 STORY2 B37 B1
SWYSPEC 1.000 0.920 0.920 STORY2 B38 B1 SWYSPEC 1.000 0.920 0.920
STORY1 B1 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B2 B1 SWYSPEC 1.000
0.920 0.920 STORY1 B3 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B4 B1
SWYSPEC 1.000 0.933 0.933 STORY1 B5 B1 SWYSPEC 1.000 0.933 0.467
STORY1 B6 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B7 B1 SWYSPEC 1.000
0.933 0.933 STORY1 B8 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B9 B1
SWYSPEC 1.000 0.920 0.920 STORY1 B10 B1 SWYSPEC 1.000 0.920 0.920
STORY1 B11 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B12 B1 SWYSPEC 1.000
0.933 0.933 STORY1 B13 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B14 B1
SWYSPEC 1.000 0.933 0.933 STORY1 B15 B1 SWYSPEC 1.000 0.933 0.933
STORY1 B16 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B17 B1 SWYSPEC 1.000
0.920 0.920 STORY1 B18 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B19 B1
SWYSPEC 1.000 0.920 0.920 STORY1 B20 B1 SWYSPEC 1.000 0.933 0.933
STORY1 B21 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B22 B1 SWYSPEC 1.000
0.933 0.467 STORY1 B23 B1 SWYSPEC 1.000 0.933 0.933 STORY1 B24 B1
SWYSPEC 1.000 0.933 0.933 STORY1 B25 B1 SWYSPEC 1.000 0.920 0.920
STORY1 B26 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B27 B1 SWYSPEC 1.000
0.920 0.920 STORY1 B28 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B29 B1
SWYSPEC 1.000 0.920 0.920 STORY1 B30 B1 SWYSPEC 1.000 0.920 0.920
STORY1 B31 B1 SWYSPEC 1.000 0.920 0.920 STORY1 B32 B1 SWYSPEC 1.000
0.920 0.920 STORY1 B39 B1 SWYSPEC 1.000 1.000 1.000 STORY1 B41 B1
SWYSPEC 1.000 1.000 1.000 STORY1 B42 B1 SWYSPEC 1.000 1.000 1.000
STORY1 B43 B1 SWYSPEC 1.000 1.000 1.000
