Model File: MODEL 06, Revision 0
12/18/2017
Structure Data
12/18/2017
1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Data Name
Height mm
Elevation Master Similar Splice mm Story To Story
S.S.L AT 6.05 M
200
6050
No
None
No
S.S.L AT 5.85 M
200
5850
No
None
No
S.S.L AT 5.65 M
650
5650
No
None
No
S.S.L AT 5.00 M
4500
5000
No
None
No
GR
1500
500
No
None
No
BASE
0
-1000
No
None
No
Page 2 of 320
Loads
12/18/2017
2 Loads This chapter provides loading information as applied to the model. 2.1 Load Patterns Table 2.1 - Load Patterns Self Weight Auto Load Multiplier
Name
Type
SELF
Dead
1
FINISHES
Dead
0
SDL
Superimposed Dead
0
W ALL
Dead
0
FACADE
Dead
0
F
Superimposed Dead
0
STAIR
Dead
0
RLL
Reducible Live
0
LL
Live
0
PARKLL
Live
0
LR
Reducible Live
0
QX
Seismic
0
UBC 97
QX1
Seismic
0
UBC 97
QX2
Seismic
0
UBC 97
QY
Seismic
0
UBC 97
QY1
Seismic
0
UBC 97
QY2
Seismic
0
UBC 97
W
W ind
0
ASCE 7-05
W -2
W ind
0
ASCE 7-05
W -3
W ind
0
ASCE 7-05
W -4
W ind
0
ASCE 7-05
W -5
W ind
0
ASCE 7-05
W -6
W ind
0
ASCE 7-05
W -7
W ind
0
ASCE 7-05
W -8
W ind
0
ASCE 7-05
W -9
W ind
0
ASCE 7-05
W-10
W ind
0
ASCE 7-05
W-11
W ind
0
ASCE 7-05
W-12
W ind
0
ASCE 7-05
T
Other
0
2.2 Auto Wind Loading
Page 3 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 1 Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01 K z = 2.01
z z g g 15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 4 of 320
Loads
12/18/2017
Lateral Load to Stories - 0°
734.2399kN
S.S.L AT 6.0510.038kN M S.S.L AT 5.85 41.0429kN M S.S.L AT 5.65 M 126.4503kN S.S.L AT 5.00 M
GR
BASE
0
150 300 450 600 750 900 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
734.2399
0
S.S.L AT 5.85 M
5.85
10.038
0
S.S.L AT 5.65 M
5.65
41.0429
0
S.S.L AT 5.00 M
5
126.4503
0
GR
0.5
0
0
BASE
-1
0
0
Page 5 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-2 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 1 Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 6 of 320
Loads
12/18/2017
Lateral Load to Stories - 9
S.S.L AT 6.05 M S.S.L AT 5.85 M S.S.L AT 5.6510.0362kN M 63.733kN
446.7344kN
S.S.L AT 5.00 M 87.8411kN
GR
BASE
0
80 160 240 320 400 480 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
0
446.7344
S.S.L AT 5.85 M
5.85
0
10.0362
S.S.L AT 5.65 M
5.65
0
63.733
S.S.L AT 5.00 M
5
0
87.8411
GR
0.5
0
0
BASE
-1
0
0
Page 7 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-3 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 2 Eccentricity, e [ASCE Fig. 6-9]
e = 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 8 of 320
Loads
12/18/2017
Lateral Load to Stories - 0°
550.6799kN
S.S.L AT 6.057.5285kN M S.S.L AT 5.85 30.7822kN M S.S.L AT 5.65 M 94.8377kN S.S.L AT 5.00 M
GR
BASE
0
100 200 300 400 500 600 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
550.6799
0
S.S.L AT 5.85 M
5.85
7.5285
0
S.S.L AT 5.65 M
5.65
30.7822
0
S.S.L AT 5.00 M
5
94.8377
0
GR
0.5
0
0
BASE
-1
0
0
Page 9 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-4 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 2 Eccentricity, e [ASCE Fig. 6-9]
e = - 0.15 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 10 of 320
Loads
12/18/2017
Lateral Load to Stories - 0°
550.6799kN
S.S.L AT 6.057.5285kN M S.S.L AT 5.85 30.7822kN M S.S.L AT 5.65 M 94.8377kN S.S.L AT 5.00 M
GR
BASE
0
100 200 300 400 500 600 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
550.6799
0
S.S.L AT 5.85 M
5.85
7.5285
0
S.S.L AT 5.65 M
5.65
30.7822
0
S.S.L AT 5.00 M
5
94.8377
0
GR
0.5
0
0
BASE
-1
0
0
Page 11 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-5 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 2 Eccentricity, e [ASCE Fig. 6-9]
e = 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 12 of 320
Loads
12/18/2017
Lateral Load to Stories - 9
S.S.L AT 6.05 M S.S.L AT 5.85 M S.S.L AT 5.65 7.5272kN M 47.7997kN
335.0508kN
S.S.L AT 5.00 M 65.8809kN
GR
BASE
0
60 120 180 240 300 360 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
0
335.0508
S.S.L AT 5.85 M
5.85
0
7.5272
S.S.L AT 5.65 M
5.65
0
47.7997
S.S.L AT 5.00 M
5
0
65.8809
GR
0.5
0
0
BASE
-1
0
0
Page 13 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-6 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 2 Eccentricity, e [ASCE Fig. 6-9]
e = - 0.15 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 14 of 320
Loads
12/18/2017
Lateral Load to Stories - 9
S.S.L AT 6.05 M S.S.L AT 5.85 M S.S.L AT 5.65 7.5272kN M 47.7997kN
335.0508kN
S.S.L AT 5.00 M 65.8809kN
GR
BASE
0
60 120 180 240 300 360 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
0
335.0508
S.S.L AT 5.85 M
5.85
0
7.5272
S.S.L AT 5.65 M
5.65
0
47.7997
S.S.L AT 5.00 M
5
0
65.8809
GR
0.5
0
0
BASE
-1
0
0
Page 15 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-7 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 3 Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 16 of 320
Loads
12/18/2017
Lateral Load to Stories - 0°
7.5285kN S.S.L AT 6.05 M 30.7822kN S.S.L AT 5.85-335.0508kN M S.S.L AT 5.65 M -7.5272kN -47.7997kN 94.8377kN S.S.L AT 5.00 M -65.8809kN
550.6799kN
GR
BASE
-400 -2 - 200 0
200 400 600 800
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
S.S.L AT 5.65 M
5.65
30.7822 -47.7997
S.S.L AT 5.00 M
5
94.8377 -65.8809
GR
0.5
0
0
BASE
-1
0
0
550.6799 -335.0508 7.5285
-7.5272
Page 17 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-8 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 3 Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Applied Story Forces
Page 18 of 320
Loads
12/18/2017
Lateral Load to Stories - 9
550.6799kN S.S.L AT 6.057.5285kN M S.S.L AT 5.85 30.7822kN M 335.0508kN S.S.L AT 5.657.5272kN M 47.7997kN 94.8377kN S.S.L AT 5.00 M 65.8809kN
GR
BASE
0
100 200 300 400 500 600 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
7.5285
7.5272
S.S.L AT 5.65 M
5.65
30.7822
47.7997
S.S.L AT 5.00 M
5
94.8377
65.8809
GR
0.5
0
0
BASE
-1
0
0
550.6799 335.0508
Page 19 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-9 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 4 Eccentricity, e 1 [ASCE Fig. 6-9]
e 1 1 = 0.15
Eccentricity, e 2 [ASCE Fig. 6-9]
e 2 2 = 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Page 20 of 320
Loads
12/18/2017
Applied Story Forces Lateral Load to Stories - 0°
5.6514kN S.S.L AT 6.05 M 23.1072kN S.S.L AT 5.85-251.5114kN M S.S.L AT 5.65 M -5.6504kN -35.8817kN 71.1915kN S.S.L AT 5.00 M -49.4546kN
413.3771kN
GR
BASE
-300 -1 - 150 0
150 300 450 600
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
S.S.L AT 5.65 M
5.65
23.1072 -35.8817
S.S.L AT 5.00 M
5
71.1915 -49.4546
GR
0.5
0
0
BASE
-1
0
0
413.3771 -251.5114 5.6514
-5.6504
Page 21 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-10 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 0 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 4 Eccentricity, e 1 [ASCE Fig. 6-9]
e 1 1 = - 0.15 0.15
Eccentricity, e 2 [ASCE Fig. 6-9]
e 2 2 = - 0.15 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Page 22 of 320
Loads
12/18/2017
Applied Story Forces Lateral Load to Stories - 0°
5.6514kN S.S.L AT 6.05 M 23.1072kN S.S.L AT 5.85-251.5114kN M S.S.L AT 5.65 M -5.6504kN -35.8817kN 71.1915kN S.S.L AT 5.00 M -49.4546kN
413.3771kN
GR
BASE
-300 -1 - 150 0
150 300 450 600
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
S.S.L AT 5.65 M
5.65
23.1072 -35.8817
S.S.L AT 5.00 M
5
71.1915 -49.4546
GR
0.5
0
0
BASE
-1
0
0
413.3771 -251.5114 5.6514
-5.6504
Page 23 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-11 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 4 Eccentricity, e 1 [ASCE Fig. 6-9]
e 1 1 = 0.15
Eccentricity, e 2 [ASCE Fig. 6-9]
e 2 2 = 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Page 24 of 320
Loads
12/18/2017
Applied Story Forces Lateral Load to Stories - 9
413.3771kN S.S.L AT 6.055.6514kN M S.S.L AT 5.85 23.1072kN M 251.5114kN S.S.L AT 5.655.6504kN M 35.8817kN 71.1915kN S.S.L AT 5.00 M 49.4546kN
GR
BASE
0
80 160 240 320 400 480 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
5.6514
5.6504
S.S.L AT 5.65 M
5.65
23.1072
35.8817
S.S.L AT 5.00 M
5
71.1915
49.4546
GR
0.5
0
0
BASE
-1
0
0
413.3771 251.5114
Page 25 of 320
Loads
12/18/2017
ASCE 7-05 Auto Wind Load Calculation This calculation presents the automatically generated lateral wind loads for load pattern W-12 according to ASCE 7-05, as calculated by ETABS. Exposure Parameters
Exposure From = Diaphragms Exposure Category = C Wind Direction = 90 degrees Basic Wind Speed, V [ASCE 6.5.4]
V = 101 mph
Windward Coefficient, C p,wind [ASCE 6.5.11.2.1]
C p,wind p,wind =0.8
Leeward Coefficient, C p,lee [ASCE 6.5.11.2.1]
C p,lee p,lee =0.5
Wind Case = Case 4 Eccentricity, e 1 [ASCE Fig. 6-9]
e 1 1 = - 0.15 0.15
Eccentricity, e 2 [ASCE Fig. 6-9]
e 2 2 = - 0.15 0.15
Top Story = S.S.L AT 6.05 M Bottom Story = BASE Include Parapet = Yes, Parapet Height = 2 Factors and Coefficients
Gradient Height, z g [ASCE Table 6-2]
z g g = 900
Emperical Exponent, α [ASCE Table 6-2]
α = 9.5
Velocity Pressure Exposure Coefficient, K z; [ASCE Table 6-3]
K z = 2.01
z z g g
K z = 2.01
15 z g g
2 α
for 15ft ≤ z ≤ z g 2 α
for z ≤ 15ft
Topographical Factor, Kzt [ASCE 6.5.7.2]
K zt = 1
Directionality Factor, K d [ASCE 6.5.4.4]
K d = 0.85
Importance Factor, I [ASCE 6.5.5]
I = 1.15
Gust Effect Factor, G [ASCE 6.5.8]
G = 1
Lateral Loading
Velocity Pressure, q z [ASCE 6.5.10 Eq. 6-15]
q z z = 0.0025 0.00256 6 K z K zt K d V 2 I
Design Wind Pressure, p [ASCE 6.5.12.2.1 Eq. 6-17]
p = qG C p,wind + q h h ( G C p,lee p,lee )
Page 26 of 320
Loads
12/18/2017
Applied Story Forces Lateral Load to Stories - 9
413.3771kN S.S.L AT 6.055.6514kN M S.S.L AT 5.85 23.1072kN M 251.5114kN S.S.L AT 5.655.6504kN M 35.8817kN 71.1915kN S.S.L AT 5.00 M 49.4546kN
GR
BASE
0
80 160 240 320 400 480 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
S.S.L AT 6.05 M
6.05
S.S.L AT 5.85 M
5.85
5.6514
5.6504
S.S.L AT 5.65 M
5.65
23.1072
35.8817
S.S.L AT 5.00 M
5
71.1915
49.4546
GR
0.5
0
0
BASE
-1
0
0
413.3771 251.5114
Page 27 of 320
