STEEL STRUCTURE · PDF fileSTRUCTURAL DESIGN AND ANALYSIS OF STEEL STRUCTURE ... Structure system is steel frame members 2. STRUCTURAL DESIGN CRITERIA ... Design packages may include

STRUCTURAL DESIGN AND ANALYSIS OF STEEL STRUCTURE

Doc. No.

STC10017M0711 Structural Design Date Rev.

DESIGN REPORT 07.06.2017 00

AUDING INTRAESA 1

STEEL STRUCTURE

STRUCTURAL DESIGN AND ANALYSIS


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AUDING INTRAESA 2

REVISION HISTORY PAGE

Revision Description Originated Reviewed Authorized Date

00 DESIGN CALCULATION 07.06.2017


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AUDING INTRAESA 3

1. INTRODUCTION:

Structure system is steel frame members

2. STRUCTURAL DESIGN CRITERIA

CODES FOR MATERIAL SPECIFICATION

ASTM A6/A6M Standard Specification for General Requirements for Rolled Structural Steel

Bars, Plates, Shapes, and Sheet Piling.

ASTM A656/A656M-13 Standard Specification for Hot-Rolled structural Steel, high Strength Low-Alloy

Plate with improved Formability.

ASTM A500/A500M-13 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing and Rounds and Shape.

ASTM A325M Standard Specification for Structural Bolts, Steel, Heat Treated 830Mpa

Minimum Tensile Strength.

ASTM F1554-07ae1

Standard Specification for Anchor Bolt, Steel, 36, 55 and 105 ksi yield strength

ASTM C150/C150M

Standard Specification for Portland Cement

ASTM C33/C33M-13

Standard Specification for Concrete Aggregates

ASTM A615/A615M Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement

CODES FOR LOADING AND COMBINATION

ASCE- 7-05

Minimum Design loads for Buildings and other structures

IBC 2009

International Building Code 2009 Edition

ADIBC 2013

Abu Dhabi International Building Code 2013 Edition

CODES FOR DESIGN OF MEMBERS and DETAILING

AISC 360-05

Specification for Structural Steel Building

ACI318-08

Building Code Requirements for Structural Concrete


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AUDING INTRAESA 4

ACI315-99

Details and Detailing for Concrete Reinforcement

ACI315R-04

Drawings for Reinforced Concrete Structure

3. MATERIAL PROPERTIES

MATERIAL PROPERTY VALUE UNITS REMARKS

Structural Steel

Density 78.5 kN / m3

Design Strength 275 N / mm2 ASTM - 242

Modulus of Elasticity 205000 N / mm2

Coefficient of Thermal Expansion 12x10-6 per °C

Water Density 10 kN / m3

Cement Concrete,

C40 (Grade C35

considered for

design)

Density 25 KN / cu.m.

Characteristic Strength 35 N / mm2 Clause C5.1.3 ACI318M-08

Modulus of Elasticity 27000 N / mm2 Clause C8.8.5.1 ACI 318M-08

Coefficient of Thermal Expansion 8x10-6 per °C

Reinforcing Steel

Density 78.5 KN / cu.m.

Characteristic Strength 460 N / mm2 Clause C9.4 ACI 318M-08

Modulus of Elasticity 200000 N / mm2 Clause C8.8.5.2 ACI 318M-08


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AUDING INTRAESA 5

4. LOADINGS The dead load of components of the structure shall be estimated based on the material properties detailed in the above sections. For assessment of self-weight and dead load calculations, the following densities shall be considered:

Reinforced Concrete 25.0 kN / m3

Lightweight concrete 18.5 kN / m3

Soil 19.0 kN / m3

Water 10.0 kN / m3

DEAD LOAD

FOR ROOF LIGHT WIEGHT STRUCTURE:

(Roof panel + imposed load) = 0.20 KN/m2

LIVE LOAD UNIFORM GRAVITY LIVE LOADS (ADIBC 2013/TABLE 1607.1):

SLOP ROOF : TAKE 20 psf = 0.60 KN/m2

Wind Load Parameter:

Structures and equipment shall be designed for wind loads (ADIBC 2013/1609) and (ASCE 7-05) using the

following Parameters:

Basic Winds Speed, V = 145 km/hr (90mph)

= corresponding to a 3-second gust speed at 10m above

grade.

Exposure Category = C (1609.4.3/ADIBC 2013)

Velocity Pressure Coef Kz = (See ASCE 7Table 6-3 for exposure category C)

Topographic Factor Kzt = 1.0 (See ASCE 7, Table 6-4)

Wind directional Factor, Kd = 0.85 for Building Main Wind Force Resisting System.

Importance Factor = 1.0 (see ASCE 7-05 Section 6.5.5)

Gust Factor, G = 0.85 for equipment and structure with a natural period


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AUDING INTRAESA 6

LOAD COMBINATIONS

The following principal combination of load, in accordance with IBC 2009, ASCE 7 will be taken into account for the design: Strength Design Load Combination:

Serviceability Load Combination:

Dead load only (DL) 1.0 DL

Dead load (DL), Live Load (LL), and Earth Pressure (H) 1.0 DL + 1.0 LL + 1.0 H

Dead load (DL), Roof Live Load (Lr), and Earth Pressure (H) 1.0 DL + 1.0 Lr + 1.0 H

Dead load (DL), Earth Pressure (H) and Wind Load orSeismic Load (E)

1.0 DL + 1.0 H ± (1.0 WL + 0.7E)

Dead load (DL), Earth Pressure (H) and Wind Load or Seismic Load (E), Live Load (LL) and Roof Live Load (Lr)

1.0 DL + 1.0 H ± (1.0 WL + 0.7E) + 0.75 LL + 0.75 Lr

Dead load (DL), Wind Load (WL) and Earth Pressure 0.6 DL + 1.0 WL + 1.0 H

Dead load (DL), Seismic Load (E) and Earth Pressure (H) 0.6 DL + 0.7 E + 1.0 H

Dead load only (DL) 1.4 DL

Dead load (DL), Live Load (LL), Earth Pressure (H) and Roof Live Load (Lr)

1.2 DL + 1.6 (LL +H) +0.5 Lr

Dead load (DL), Roof Live Load (Lr), Live Load (LL) and Wind Load (WL)

1.2 DL + 1.6 Lr + (1.0LL or 0.8WL)

Dead load (DL), Wind Load (WL), Live Load (LL) and Roof Live Load (Lr)

1.2 DL ± 1.6 WL + 1.0LL + 0.5WLr

Dead load (DL), Seismic Load (E) and Live Load (LL) 1.2 DL ± 1.0 E + 1.0 LL (X/Y – Dir Negatve and Positive)

Dead load (DL), Wind Load (WL) and Earth Pressure (H) 0.9 DL + 1.6 WL + 1.6 H

Dead load (DL), Seismic Load (E) and Earth Pressure (H) 0.9 DL ± 1.6 E + 1.6 H (X/Y – Dir Negative and Positive)


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AUDING INTRAESA 7

SETTLEMENT AND DEFLECTION:

Expected settlements would be within allowable limits of 50mm for the bearing capacity for the raft

foundation, while differential settlement shall be considered up to 75% of the total settlement.

Allowable deflection is L/250.

DESIGN METHODS:

Design generally for the structure will be based on the recommendation of American standard ACI-

318M-08 for concrete works and AISC-360-05 for steel works.

Element design will be carried out using conventional techniques together with where appropriate the

use of computer aided design package.

Design packages may include SAP 2000 V19


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AUDING INTRAESA 8


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AUDING INTRAESA 9

SUPPORTS

Table: Joint Restraint Assignments

Table: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

F1 Yes Yes Yes No No No














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AUDING INTRAESA 10

3D View


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AUDING INTRAESA 11


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AUDING INTRAESA 12

Dead Loads


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AUDING INTRAESA 13

Live Loads


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AUDING INTRAESA 14

Wind Loads


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AUDING INTRAESA 15

Table: Load Pattern Definitions

Table: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad GUID Notes

DEAD Dead 1.

LIVE Live 0.

WIND Wind 0. None

Table: Load Case Definitions, Part 1 of 3


Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType

DEAD LinStatic Zero Prog Det Dead

LIVE LinStatic Zero Prog Det Live

WIND LinStatic Zero Prog Det Wind



Case DesActOpt DesignAct AutoType RunCase CaseStatus GUID

DEAD Prog Det Non-

Composite

None Yes Finished

LIVE Prog Det Short-Term

Composite

None Yes Finished

WIND Prog Det Short-Term

Composite

None Yes Finished



Case Notes

DEAD

LIVE

WIND


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AUDING INTRAESA 16

Table: Combination Definitions, Part 1 of 3


ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign

(U1) 1.4D Linear Add No Linear Static DEAD 1.4 Strength

(U2) 1.2D+1.6L Linear Add No Linear Static DEAD 1.2 Strength

(U2) 1.2D+1.6L Linear Static LIVE 1.6

(U3) 1.2D+1L+1.6W Linear Add No Linear Static DEAD 1.2 Strength

(U3) 1.2D+1L+1.6W Linear Static LIVE 1.

(U3) 1.2D+1L+1.6W Linear Static WIND 1.6

(U4) 1.2D+1L-1.6W Linear Add No Linear Static DEAD 1.2 Strength

(U4) 1.2D+1L-1.6W Linear Static LIVE 1.

(U4) 1.2D+1L-1.6W Linear Static WIND -1.6

(U5) 1.2D+0.8W Linear Add No Linear Static DEAD 1.2 Strength

(U5) 1.2D+0.8W Linear Static WIND 0.8

(U6) 1.2D-0.8W Linear Add No Linear Static DEAD 1.2 Strength

(U6) 1.2D-0.8W Linear Static WIND -0.8

(U7) 0.9D+1.6W Linear Add No Linear Static DEAD 0.9 Strength

(U7) 0.9D+1.6W Linear Static WIND 1.6

(U8) 0.9D-1.6W Linear Add No Linear Static DEAD 0.9 Strength

(U8) 0.9D-1.6W Linear Static WIND -1.6

(S1) 1D Linear Add No Linear Static DEAD 1. Deflection

(S2) 1D+1L Linear Add No Linear Static DEAD 1. Deflection

(S2) 1D+1L Linear Static LIVE 1.

(S3) 1D+0.75L+1W Linear Add No Linear Static DEAD 1. Deflection

(S3) 1D+0.75L+1W Linear Static LIVE 0.75

(S3) 1D+0.75L+1W Linear Static WIND 1.

(S4) 1D+0.75L-1W Linear Add No Linear Static DEAD 1. Deflection

(S4) 1D+0.75L-1W Linear Static LIVE 0.75

(S4) 1D+0.75L-1W Linear Static WIND -1.

(S5) 1D+1W Linear Add No Linear Static DEAD 1. Deflection

(S5) 1D+1W Linear Static WIND 1.

(S6) 1D-1W Linear Add No Linear Static DEAD 1. Deflection

(S6) 1D-1W Linear Static WIND -1.

(S7) 0.6D+1W Linear Add No Linear Static DEAD 0.6 Deflection

(S7) 0.6D+1W Linear Static WIND 1.

(S8) 0.6D-1W Linear Add No Linear Static DEAD 0.6 Deflection

(S8) 0.6D-1W Linear Static WIND -1.



ComboName CaseName ConcDesign AlumDesign ColdDesign

(U1) 1.4D DEAD Strength None None

(U2) 1.2D+1.6L DEAD Strength None None

(U2) 1.2D+1.6L LIVE

(U3) 1.2D+1L+1.6W DEAD Strength None None

(U3) 1.2D+1L+1.6W LIVE

(U3) 1.2D+1L+1.6W WIND

(U4) 1.2D+1L-1.6W DEAD Strength None None

(U4) 1.2D+1L-1.6W LIVE

(U4) 1.2D+1L-1.6W WIND

(U5) 1.2D+0.8W DEAD Strength None None


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AUDING INTRAESA 17


ComboName CaseName ConcDesign AlumDesign ColdDesign

(U5) 1.2D+0.8W WIND

(U6) 1.2D-0.8W DEAD Strength None None

(U6) 1.2D-0.8W WIND

(U7) 0.9D+1.6W DEAD Strength None None

(U7) 0.9D+1.6W WIND

(U8) 0.9D-1.6W DEAD Strength None None

(U8) 0.9D-1.6W WIND

(S1) 1D DEAD None None None

(S2) 1D+1L DEAD None None None

(S2) 1D+1L LIVE

(S3) 1D+0.75L+1W DEAD None None None

(S3) 1D+0.75L+1W LIVE

(S3) 1D+0.75L+1W WIND

(S4) 1D+0.75L-1W DEAD None None None

(S4) 1D+0.75L-1W LIVE

(S4) 1D+0.75L-1W WIND

(S5) 1D+1W DEAD None None None

(S5) 1D+1W WIND

(S6) 1D-1W DEAD None None None

(S6) 1D-1W WIND

(S7) 0.6D+1W DEAD None None None

(S7) 0.6D+1W WIND

(S8) 0.6D-1W DEAD None None None

(S8) 0.6D-1W WIND



ComboName CaseName GUID Notes

(U1) 1.4D DEAD Dead + Notional Gravity; Strength

(U2) 1.2D+1.6L DEAD Dead + Notional Gravity + Live;

Strength

(U2) 1.2D+1.6L LIVE

(U3) 1.2D+1L+1.6W DEAD Dead + Live + Wind; Strength

(U3) 1.2D+1L+1.6W LIVE

(U3) 1.2D+1L+1.6W WIND

(U4) 1.2D+1L-1.6W DEAD Dead + Live - Wind; Strength

(U4) 1.2D+1L-1.6W LIVE

(U4) 1.2D+1L-1.6W WIND

(U5) 1.2D+0.8W DEAD Dead + Wind; Strength

(U5) 1.2D+0.8W WIND

(U6) 1.2D-0.8W DEAD Dead - Wind; Strength

(U6) 1.2D-0.8W WIND

(U7) 0.9D+1.6W DEAD Dead (min) + Wind; Strength

(U7) 0.9D+1.6W WIND

(U8) 0.9D-1.6W DEAD Dead (min) - Wind; Strength

(U8) 0.9D-1.6W WIND

(S1) 1D DEAD Dead; Deflection

(S2) 1D+1L DEAD Dead + Live; Deflection

(S2) 1D+1L LIVE


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AUDING INTRAESA 18


ComboName CaseName GUID Notes

(S3) 1D+0.75L+1W DEAD Dead + Live; Deflection

(S3) 1D+0.75L+1W LIVE

(S3) 1D+0.75L+1W WIND

(S4) 1D+0.75L-1W DEAD Dead + Live; Deflection

(S4) 1D+0.75L-1W LIVE

(S4) 1D+0.75L-1W WIND

(S5) 1D+1W DEAD Dead + Live; Deflection

(S5) 1D+1W WIND

(S6) 1D-1W DEAD Dead + Live; Deflection

(S6) 1D-1W WIND

(S7) 0.6D+1W DEAD Dead + Live; Deflection

(S7) 0.6D+1W WIND

(S8) 0.6D-1W DEAD Dead + Live; Deflection

(S8) 0.6D-1W WIND


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AUDING INTRAESA 19


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AUDING INTRAESA 20

Table: Frame Section Properties 01 - General, Part 1 of 6


SectionName Material Shape t3 t2 tf tw

m m m m

150X150X8 A992Fy50 Box/Tube 0.15 0.15 0.008 0.008

50X50X3 A992Fy50 Box/Tube 0.05 0.05 0.003 0.003

IPE 100 A992Fy50 I/Wide Flange 0.1 0.055 0.0057 0.0041



SectionName t2b tfb Area TorsConst I33 I22 I23

m m m2 m4 m4 m4 m4

150X150X8 0.004544 0.000023 0.000015 0.000015 0.

50X50X3 0.000564 3.115E-07 2.085E-07 2.085E-07 0.

IPE 100 0.055 0.0057 0.00099 8.323E-09 1.633E-06 1.586E-07 0.



SectionName AS2 AS3 S33 S22 Z33 Z22 R33

m2 m2 m3 m3 m3 m3 m

150X150X8 0.0024 0.0024 0.000204 0.000204 0.000242 0.000242 0.058063

50X50X3 0.0003 0.0003 8.340E-06 8.340E-06 9.954E-06 9.954E-06 0.019227

IPE 100 0.00041 0.000523 0.000033 5.766E-06 0.000038 8.994E-06 0.040611



SectionName R22 ConcCol ConcBeam Color TotalWt TotalMass FromFile

m KN KN-s2/m

150X150X8 0.058063 No No Green 26.145 2.67 No

50X50X3 0.019227 No No Yellow 8.769 0.89 No

IPE 100 0.012654 No No Red 4.548 0.46 No



SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod

150X150X8 1. 1. 1. 1. 1. 1. 1.

50X50X3 1. 1. 1. 1. 1. 1. 1.

IPE 100 1. 1. 1. 1. 1. 1. 1.


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AUDING INTRAESA 21


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AUDING INTRAESA 22

Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2


Frame DesignSect DesignType Status Ratio RatioType

19 IPE 100 Beam No Messages 0.027931 PMM






35 50X50X3 Brace No Messages 0.027947 PMM





52 150X150X8 Column No Messages 0.00336 PMM






































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AUDING INTRAESA 23























115 IPE 100 Brace No Messages 0.050926 PMM















135 50X50X3 Beam No Messages 0.030909 PMM


















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AUDING INTRAESA 24
























































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AUDING INTRAESA 25








































Frame Combo Location ErrMsg WarnMsg

m

19 (U2) 1.2D+1.6L 1.4 No Messages No Messages






35 (U1) 1.4D 1.65267 No Messages No Messages





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AUDING INTRAESA 26



m



53 (U2) 1.2D+1.6L 2. No Messages No Messages



















































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AUDING INTRAESA 27



m






















































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AUDING INTRAESA 28



m






















































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m























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AUDING INTRAESA 30


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AUDING INTRAESA 31

Table: Ultimate Joint Reactions

Table: Joint Reactions

Joint OutputCase CaseType F1 F2 F3 M1 M2 M3

KN KN KN KN-m KN-m KN-m

F1 (U1) 1.4D Combination 4.789E-03 0.019 3.989 0. 0. 0.

F1 (U2) 1.2D+1.6L Combination 0.016 0.049 4.547 0. 0. 0.

F1 (U3) 1.2D+1L+1.6W Combination 0.011 0.037 4.124 0. 0. 0.

F1 (U4) 1.2D+1L-1.6W Combination 0.011 0.037 4.124 0. 0. 0.

F1 (U5) 1.2D+0.8W Combination 4.105E-03 0.016 3.419 0. 0. 0.

F1 (U6) 1.2D-0.8W Combination 4.105E-03 0.016 3.419 0. 0. 0.

F1 (U7) 0.9D+1.6W Combination 3.079E-03 0.012 2.564 0. 0. 0.

F1 (U8) 0.9D-1.6W Combination 3.079E-03 0.012 2.564 0. 0. 0.

F2 (U1) 1.4D Combination -0.14 -0.521 6.479 0. 0. 0.

F2 (U2) 1.2D+1.6L Combination -0.38 -1.423 11.479 0. 0. 0.

F2 (U3) 1.2D+1L+1.6W Combination -0.283 -1.057 9.257 0. 0. 0.

F2 (U4) 1.2D+1L-1.6W Combination -0.283 -1.057 9.257 0. 0. 0.

F2 (U5) 1.2D+0.8W Combination -0.12 -0.447 5.554 0. 0. 0.

F2 (U6) 1.2D-0.8W Combination -0.12 -0.447 5.554 0. 0. 0.



F3 (U1) 1.4D Combination -0.164 -0.608 7.769 0. 0. 0.








F4 (U1) 1.4D Combination -0.129 -0.48 7.771 0. 0. 0.








F5 (U1) 1.4D Combination -0.077 -0.291 6.716 0. 0. 0.








F6 (U1) 1.4D Combination 1.264E-03 -0.03 8.138 0. 0. 0.

F6 (U2) 1.2D+1.6L Combination 4.186E-03 -0.07 9.524 0. 0. 0.

F6 (U3) 1.2D+1L+1.6W Combination 3.023E-03 -0.053 8.568 0. 0. 0.

F6 (U4) 1.2D+1L-1.6W Combination 3.023E-03 -0.053 8.568 0. 0. 0.

F6 (U5) 1.2D+0.8W Combination 1.083E-03 -0.026 6.975 0. 0. 0.

F6 (U6) 1.2D-0.8W Combination 1.083E-03 -0.026 6.975 0. 0. 0.

F6 (U7) 0.9D+1.6W Combination 8.125E-04 -0.019 5.232 0. 0. 0.

F6 (U8) 0.9D-1.6W Combination 8.125E-04 -0.019 5.232 0. 0. 0.

F7 (U1) 1.4D Combination -0.044 -0.066 11.534 0. 0. 0.

F7 (U2) 1.2D+1.6L Combination -4.598E-03 -0.171 13.366 0. 0. 0.


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AUDING INTRAESA 32










F8 (U1) 1.4D Combination -0.013 0.334 12.723 0. 0. 0.




F8 (U5) 1.2D+0.8W Combination -0.011 0.287 10.906 0. 0. 0.

F8 (U6) 1.2D-0.8W Combination -0.011 0.287 10.906 0. 0. 0.

F8 (U7) 0.9D+1.6W Combination -8.382E-03 0.215 8.179 0. 0. 0.

F8 (U8) 0.9D-1.6W Combination -8.382E-03 0.215 8.179 0. 0. 0.

F9 (U1) 1.4D Combination 0.063 0.531 13.627 0. 0. 0.




F9 (U5) 1.2D+0.8W Combination 0.054 0.455 11.68 0. 0. 0.

F9 (U6) 1.2D-0.8W Combination 0.054 0.455 11.68 0. 0. 0.



F10 (U1) 1.4D Combination 0.147 0.658 12.585 0. 0. 0.








F11 (U1) 1.4D Combination 0.195 0.56 9.152 0. 0. 0.








F12 (U1) 1.4D Combination 0.161 -0.09 5.717 0. 0. 0.

F12 (U2) 1.2D+1.6L Combination 0.352 -0.236 7.041 0. 0. 0.

F12 (U3) 1.2D+1L+1.6W Combination 0.272 -0.176 6.238 0. 0. 0.

F12 (U4) 1.2D+1L-1.6W Combination 0.272 -0.176 6.238 0. 0. 0.

F12 (U5) 1.2D+0.8W Combination 0.138 -0.077 4.9 0. 0. 0.

F12 (U6) 1.2D-0.8W Combination 0.138 -0.077 4.9 0. 0. 0.

F12 (U7) 0.9D+1.6W Combination 0.103 -0.058 3.675 0. 0. 0.

F12 (U8) 0.9D-1.6W Combination 0.103 -0.058 3.675 0. 0. 0.

F13 (U1) 1.4D Combination -4.043E-03 -0.016 4.702 0. 0. 0.


F13 (U3) 1.2D+1L+1.6W Combination -8.047E-03 -0.033 5.461 0. 0. 0.

F13 (U4) 1.2D+1L-1.6W Combination -8.047E-03 -0.033 5.461 0. 0. 0.

F13 (U5) 1.2D+0.8W Combination -3.466E-03 -0.014 4.03 0. 0. 0.

F13 (U6) 1.2D-0.8W Combination -3.466E-03 -0.014 4.03 0. 0. 0.


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AUDING INTRAESA 33




F13 (U7) 0.9D+1.6W Combination -2.599E-03 -0.011 3.023 0. 0. 0.

F13 (U8) 0.9D-1.6W Combination -2.599E-03 -0.011 3.023 0. 0. 0.

Table: Service Joint Reactions




F1 (S1) 1D Combination 3.421E-03 0.014 2.849 0. 0. 0.

F1 (S2) 1D+1L Combination 0.011 0.034 3.554 0. 0. 0.

F1 (S3) 1D+0.75L+1W Combination 8.878E-03 0.029 3.378 0. 0. 0.

F1 (S4) 1D+0.75L-1W Combination 8.878E-03 0.029 3.378 0. 0. 0.

F1 (S5) 1D+1W Combination 3.421E-03 0.014 2.849 0. 0. 0.

F1 (S6) 1D-1W Combination 3.421E-03 0.014 2.849 0. 0. 0.

F1 (S7) 0.6D+1W Combination 2.052E-03 8.124E-03 1.709 0. 0. 0.

F1 (S8) 0.6D-1W Combination 2.052E-03 8.124E-03 1.709 0. 0. 0.

F2 (S1) 1D Combination -0.1 -0.372 4.628 0. 0. 0.

F2 (S2) 1D+1L Combination -0.263 -0.982 8.332 0. 0. 0.

F2 (S3) 1D+0.75L+1W Combination -0.222 -0.83 7.406 0. 0. 0.

F2 (S4) 1D+0.75L-1W Combination -0.222 -0.83 7.406 0. 0. 0.

F2 (S5) 1D+1W Combination -0.1 -0.372 4.628 0. 0. 0.

F2 (S6) 1D-1W Combination -0.1 -0.372 4.628 0. 0. 0.

F2 (S7) 0.6D+1W Combination -0.06 -0.223 2.777 0. 0. 0.

F2 (S8) 0.6D-1W Combination -0.06 -0.223 2.777 0. 0. 0.

F3 (S1) 1D Combination -0.117 -0.434 5.549 0. 0. 0.








F4 (S1) 1D Combination -0.092 -0.343 5.551 0. 0. 0.








F5 (S1) 1D Combination -0.055 -0.208 4.797 0. 0. 0.








F6 (S1) 1D Combination 9.028E-04 -0.021 5.813 0. 0. 0.

F6 (S2) 1D+1L Combination 2.842E-03 -0.049 7.406 0. 0. 0.


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F6 (S3) 1D+0.75L+1W Combination 2.357E-03 -0.042 7.007 0. 0. 0.

F6 (S4) 1D+0.75L-1W Combination 2.357E-03 -0.042 7.007 0. 0. 0.

F6 (S5) 1D+1W Combination 9.028E-04 -0.021 5.813 0. 0. 0.

F6 (S6) 1D-1W Combination 9.028E-04 -0.021 5.813 0. 0. 0.

F6 (S7) 0.6D+1W Combination 5.417E-04 -0.013 3.488 0. 0. 0.

F6 (S8) 0.6D-1W Combination 5.417E-04 -0.013 3.488 0. 0. 0.

F7 (S1) 1D Combination -0.032 -0.047 8.238 0. 0. 0.








F8 (S1) 1D Combination -9.313E-03 0.239 9.088 0. 0. 0.


F8 (S3) 1D+0.75L+1W Combination 0.026 0.536 11.691 0. 0. 0.

F8 (S4) 1D+0.75L-1W Combination 0.026 0.536 11.691 0. 0. 0.

F8 (S5) 1D+1W Combination -9.313E-03 0.239 9.088 0. 0. 0.

F8 (S6) 1D-1W Combination -9.313E-03 0.239 9.088 0. 0. 0.

F8 (S7) 0.6D+1W Combination -5.588E-03 0.143 5.453 0. 0. 0.

F8 (S8) 0.6D-1W Combination -5.588E-03 0.143 5.453 0. 0. 0.

F9 (S1) 1D Combination 0.045 0.379 9.734 0. 0. 0.




F9 (S5) 1D+1W Combination 0.045 0.379 9.734 0. 0. 0.

F9 (S6) 1D-1W Combination 0.045 0.379 9.734 0. 0. 0.

F9 (S7) 0.6D+1W Combination 0.027 0.227 5.84 0. 0. 0.

F9 (S8) 0.6D-1W Combination 0.027 0.227 5.84 0. 0. 0.

F10 (S1) 1D Combination 0.105 0.47 8.989 0. 0. 0.








F11 (S1) 1D Combination 0.139 0.4 6.537 0. 0. 0.








F12 (S1) 1D Combination 0.115 -0.064 4.083 0. 0. 0.

F12 (S2) 1D+1L Combination 0.249 -0.163 5.421 0. 0. 0.

F12 (S3) 1D+0.75L+1W Combination 0.215 -0.139 5.087 0. 0. 0.

F12 (S4) 1D+0.75L-1W Combination 0.215 -0.139 5.087 0. 0. 0.

F12 (S5) 1D+1W Combination 0.115 -0.064 4.083 0. 0. 0.

F12 (S6) 1D-1W Combination 0.115 -0.064 4.083 0. 0. 0.


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F12 (S7) 0.6D+1W Combination 0.069 -0.038 2.45 0. 0. 0.

F12 (S8) 0.6D-1W Combination 0.069 -0.038 2.45 0. 0. 0.

F13 (S1) 1D Combination -2.888E-03 -0.012 3.359 0. 0. 0.

F13 (S2) 1D+1L Combination -7.469E-03 -0.03 4.789 0. 0. 0.

F13 (S3) 1D+0.75L+1W Combination -6.324E-03 -0.026 4.431 0. 0. 0.

F13 (S4) 1D+0.75L-1W Combination -6.324E-03 -0.026 4.431 0. 0. 0.

F13 (S5) 1D+1W Combination -2.888E-03 -0.012 3.359 0. 0. 0.

F13 (S6) 1D-1W Combination -2.888E-03 -0.012 3.359 0. 0. 0.

F13 (S7) 0.6D+1W Combination -1.733E-03 -7.055E-03 2.015 0. 0. 0.

F13 (S8) 0.6D-1W Combination -1.733E-03 -7.055E-03 2.015 0. 0. 0.


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