Attachment D - Structural Calculations Joined 4PT Sails Unit Copy.pdf

PDF 9 MB Posted

Attached to
RFB - LOS PEÑASQUITOS CANYON PRESERVE OUTDOOR CLASSROOM
Solicitation number
BPM012829
Issued by
California

About this file

This document is a structural calculations report for a joined sails shade structure with miscellaneous electrical components located at Peñasquitos Shade Structure in San Diego, California, prepared by USA Shade & Fabric Structures dated April 24, 2026. The project involves the design and analysis of an outdoor shade structure utilizing fabric membrane elements and steel framing members. The structure was analyzed using finite element method software (NDN Software) in compliance with California Building Code 2025 (based on IBC 2024), ASCE 7-22, ACI 318-19, and AISC 360-22 ASD standards. The design accommodates multiple load conditions including dead load (self-weight calculated at 16,239 pounds), snow load of 5 psf, wind loads based on a basic wind speed of 115 mph (Risk Category II, Exposure C), and seismic loads with a design base shear of 10,999 pounds calculated for Seismic Design Category D.

The structural analysis incorporated comprehensive load combinations per code requirements and evaluated support reactions at foundation points (drilled piers) based on soil parameters including vertical foundation pressure of 6,000 psf, lateral bearing pressure of 600 lbs/ft²/ft, and skin friction of 133 psf, as specified in the geotechnical report by Ninyo & Moore. The report includes detailed wind force calculations using the directional procedure with pressure coefficients determined through iterative large deflection analysis, member code checks per AISC standards for steel components, cable analysis for fabric elements, and tabulated reaction forces organized by node and load case combination. Seismic design parameters were established using the ASCE Hazard Tool with site-specific spectral response accelerations (SDS = 0.846, SD1 = 0.546) and soil class D conditions, reflecting the San Diego location at coordinates 32.94024°N, 117.14411°W and elevation 238 feet NAVD 88.

View the file

Other files

Show all 12

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

PROJECT:

LOCATION: SAN DIEGO, CA

STRUCTURE: JOINED SAILS UNIT

U

SA

S H

A D

E

F ab ric S tr uc tu re s

Es te rs B lv d, S ui te

0.

D

FW

A irp or t, TX

(8

)9

-5 u sa -s ha de

.c om

STRUCTURAL CALCULATIONS

PENASQUITOS SHADE STRUCTURE WITH MISCELLANEOUS ELECTRICAL

April 24, 2026

I N D E X

ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS

WIND FORCE CALCULATION

SEISMIC DESIGN & PARAMETERS

NDN ANALYSIS

GRAPHIC INPUT: Rendered view Materials Sections Node numbers Load Cases

TEXT REPORT: Post process output Reaction Force Tabulated by Node Reaction Force Tabulated by Load Case

MATERIAL TAKE OFF

GRAPHIC OUTPUT: Envelope Member AISC Code Check

GRAPHIC OUTPUT: Envelope Cable Code Check

SUPPORT REACTIONS

DRILLED PIER DESIGN

NOTE : NDN Software The analysis environment is used to perform large deflection finite element method analysis.

The stiffness method is used combining both the material and geometric stiffness matrices.

Fabric is modeled with true membrane elements that have proper orthotropic material properties.

The matrix solver has been tested by NASA and determined to be the fastest solver in existence, thus providing fast convergence.

https://www.ndnsoftware.com/

PARAMETERS AND ASSUMPTIONS:

1) CODE COMPLIANCE: CBC 2025 (based on IBC 2024), ASCE 7‐22, ACI 318‐19 & AISC 360‐22 ASD 16TH Ed.

2) DESIGN SOFTWARE: NDN , HILTI & IDEA STATICA

3) BASIC LOAD CONDITIONS:

A) Dead Load (DL): Selfweight is calculated by the program.

B) Snow Load (S) : 5 psf applied to the fabric.

C) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7‐22 basic wind speed map

26.5‐1B for 3 sec gust, Risk Category II & Exposure C.

Refer to next page for detailed Wind Forces calculation.

D) Seismic Load: Seismic Design Category: D

Building Risk Category : II

Site Class: D (Default)

Seismic Response coefficient (Cs): 0.68

Structure DL (see take‐off report): 16239 lbs

Design Base Shear : V= Cs (W) = 10999 lbs

1 Column = 2200 lbs

(See Seismic Design Criteria Details on Page 9‐10)

4) LOAD COMBINATIONS: (See page 23‐24)

DL DL + 0.7Ev + 0.7Eh

DL + 0.7S 0.6DL ‐ 0.7Ev + 0.7Eh

DL + 0.6 WL

DL + 0.75 ( 0.7 S + 0.6 WL )

0.6DL + 0.6 WL

5) SOILS PARAMETERS:

Per Soil Report by Ninyo & Moore Supplement # 109427001 July 6,2022 2:

a) Vertical Foundation Pressure: 6,000 psf

b) Lateral Bearing Pressure: 600 lbs/ft /ft

c) A skin friction of 133 PSF

Spectral response coefficients: SDS =0.846 & SD1

=0.546 (based on ASCE Hazard Tool)

Response Modification Coeff:

(Steel Ordinary Cantilever Column System R=1 1/4)

WIND FORCE CALCULATION:

Per CBC 2025 section 1609A.1.1 , Wind loads on every building or structure shall be determined in accordance with Chapter 26 through 30 of ASCE 7-22.

Per ASCE 7-22 Chapter 27.3.2 (Directional Procedure):

p = qh x G x CN qh = 0.00256 x Kz x Kzt x Kd x Ke x V2

Kz = 0.87 Kzt = (1 + K1 x K2 x K3 )2 K1 = 0.00

K2 = 1.00 K3 = 1.00

Kzt = (1 + 0.00)2 = 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2024 Eq 16-18, the ASD Wind Load is √0.6*V = 89 MPH qz = 0.00256 x 0.87 x 1.00 x 0.85 x 1.00 x 115 2 = 25.03 PSF [FABRIC ON]

G = 0.85 p = 25.03 x0.85 = 21.2 x Cn Psf

Cn = Determined by the large deflection Software during the Analysis and adjusted with each iteration as the shape deflects and changes.

(WL directions and coefficients are shown on pages 16 through 23)

Pdes = 21.1x 0.6 (ASD Factor) x CN = 12.7 x Cn Psf

Cf (Frame Coefficient) = 1.5 x 12.7 xAf (Vertical Projected Area of Frame)

Design Base Shear :

Structure DL (see Page XX) : 16,239 lbs Design Base Shear : V= Cs (W) = 0.677x 16239 = 10,994 lbs Columns= 5

2,199 lbs Columns= 1 Shear - Wind / Seismic Case :

Max Shear - Wind (X) 3,862 lbs LC 2 NODE 1 Max Shear - Wind (Y) 2,033 lbs LC 2 NODE 3 Max Shear - Seismic (X) 3,558 lbs LC 27 NODE 5 Max Shear - Seismic (Y) 2,031 lbs LC 33 NODE 1

Wind forces obtained govern the lateral design of this steel frame in the X direction Wind forces obtained govern the lateral design of this steel frame in the Y direction And Since Seismic Base Shear (V=Cs(W)) = 2,199 Ibs

ASCE Hazards Report Address:

Canyonside Park Driveway San Diego, California 92129

Standard: ASCE/SEI 7-22 Latitude: 32.94024

Risk Category: II

Soil Class: Default Longitude: -117.14411 Elevation: 238 ft

(NAVD 88)

Page 1 of 4https://ascehazardtool.org/ Fri Apr 24 2026 https://ascehazardtool.org/

PGA M : 0.48

SMS : 1.27

SM1 : 0.81

SDS : 0.84

SD1 : 0.54

TL : 8

SS : 0.99

S1 : 0.31

VS30 : 260

Seismic Design Category: D

Multi-Period Design Spectrum

S (g) vs T(s)a

Multi-Period MCE SpectrumR

S (g) vs T(s)a

Two-Period Design Spectrum

S (g) vs T(s)a

Two-Period MCE SpectrumR

S (g) vs T(s)a

Design Vertical Response Spectrum

Vertical ground motion data has not yet been made available by USGS.

MCE Vertical Response SpectrumR

Vertical ground motion data has not yet been made available by USGS.

Seismic

DefaultSite Soil Class:

Results:

Page 2 of 4https://ascehazardtool.org/ Fri Apr 24 2026

Data Accessed: Fri Apr 24 2026

Date Source:

USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.

Page 3 of 4https://ascehazardtool.org/ Fri Apr 24 2026

The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool.

Page 4 of 4https://ascehazardtool.org/ Fri Apr 24 2026

Building Seismic Design Criteria Risk Category of Building or Structure: II Tab. 1.5-1

Short-Period Spectral Response Acceleration, Ss : 0.99 Long-Period Spectral Response Acceleration, S1 : 0.310 Average Height of Building Roof, hn : 16.50 ft

Site-specific ground motion analysis provided? No 11.4.8

Analytical procedure (Limit per Table 12.6-1) ELF 12.8

Structural irregularities per 12.3.2? No 12.8.1.3-Item 1

Site Class Soil Site Class: D (Default)

Site Coefficients & Spectral Response Acceleration Parameters 11.4.4

SMS = 1.27

SM1 = 0.81

SDS = (2/3) x SMS : 0.84 Eq. 11.4-1

SD1 = (2/3) x SM1 : 0.54 Eq. 11.4-2

TS = SD1 / SDS 0.64 Eq. 11.4-4

Seismic Design Category (SDC) : D

Seismic Equivalent Lateral Force Procedure Importance Factor, Ie : 1 Table 1.5-2

Response Modification Factor, R: Table 12.2-1 1.25 Overstrength Amplification factor, Ωo 1.25 Approximate Period Values: Table 12.8-2: Ct 0.02 x: 0.75 Approximate Fundamental Period, 0.16 s Equation 12.8-8

Long Period Transition Period, TL : 8

Per ATC Hazards Tool

Per ATC Hazards Tool

EQUIVALENT LATERAL FORCE PROCEDURE

Structure: JOINED SAILS

(ASCE - CH.11)

Per ATC Hazards Tool

Per ATC Hazards Tool

Equivalent Lateral Force

11.4.2 & 11.4.3

Min, per 11.4.3

11.6 & Table 11.6-1 & 2

Section 12.8

Ordinary Cantilever Col. Sytm.

Table 12.2-1

All other structural systems

Figure 22 (14-17)

𝑇 = 𝐶௧ℎ ௫𝑇 = 𝐶௧ℎ ௫

Seismic Response Coefficient, Cs:

Cs = SDS / (R / Ie): 0.677 Eq. 12.8-3

MAX

Cs = SD1 / Ta (R / Ie): T ≤ TL 2.671 Eq. 12.8-4

Cs = SD1 TL / (R / Ie): T > TL 130.502 Eq. 12.8-5

MIN

Cs = 0.044 SDS Ie: ≥ 0.01 0.037 Eq. 12.8-6

Cs = 0.5 S1 / (R / Ie): for S1 ≥ 0.6 0.124 Eq. 12.8-7

0.677 W Eq. 12.8-1

Building Structure - Horizontal Seismic Load Effect, Eh Redundancy Factor, r: 1.3 Sec. 12.3.4.2

E h = r Q e 0.881 W Eq. 12.4-3

Building Structure - Vertical Seismic Load Effect, Ev Ev = 0.2xSDSx W 0.169 W Eq.12.4-4a

Seismic Loading Effects (Ovestrength does not govern and can be ignored)

Factored .7Eh (100%) 0.616

Factored .7Eh (30%) 0.185

Factored .7Ev (max) -1.119

Factored .7Ev (min) -0.481

Seismic Cases - NDN Gravity Factors X Y Z

1 0.616 0.185 -1.119 2 0.616 -0.185 -1.119 3 -0.616 0.185 -1.119 4 -0.616 -0.185 -1.119 5 0.185 0.616 -1.119 6 -0.185 0.616 -1.119 7 0.185 -0.616 -1.119 8 -0.185 -0.616 -1.119 9 0.616 0.185 -0.481

10 0.616 -0.185 -0.481 11 -0.616 0.185 -0.481 12 -0.616 -0.185 -0.481 13 0.185 0.616 -0.481 14 -0.185 0.616 -0.481 15 0.185 -0.616 -0.481 16 -0.185 -0.616 -0.481

Maximum Cs :

Minimum Cs:

Seismic Base Shear, V = Cs W:

𝑇 ଶ𝑇 ଶ

NDN Post Process Output File Version: 9.00 _________________________________ Date: 4/23/2026 4:02:52 PM

Model: 99068‐1.0.ndn Title:

Analysis Cases:

1. P Prestress and D.L.

2. L LL Uniform (Pressure 5.00 psf)

3. W Wind Dir 1,0 (Pressure 12.70 psf)

4. W Wind Dir 1,‐1 (Pressure 12.70 psf)

5. W Wind Dir 0,‐1 (Pressure 12.70 psf)

6. W Wind Dir ‐1,‐1 (Pressure 12.70 psf)

7. W Wind Dir ‐1,0 (Pressure 12.70 psf)

8. W Wind Dir ‐1,1 (Pressure 12.70 psf)

9. W Wind Dir 0,1 (Pressure 12.70 psf)

10. W Wind Dir 1,1 (Pressure 12.70 psf)

11. E 1.0D + .7Eh (+x, .3y) + .7Ev (Gravity Factors X: 0.616, Y: 0.185)

12. E 1.0D + .7Eh (+x, ‐.3y) + .7Ev (Gravity Factors X: 0.616, Y: ‐0.185)

13. E 1.0D + .7Eh (‐x, .3y) + .7Ev (Gravity Factors X: ‐0.616, Y: 0.185)

14. E 1.0D + .7Eh (+.3x, y) + .7Ev (Gravity Factors X: ‐0.616, Y: ‐0.185)

15. E 1.0D + .7Eh (+.3x, ‐y) + .7Ev (Gravity Factors X: 0.185, Y: 0.616)

16. E 1.0D + .7Eh (+.3x, ‐y) + .7Ev (Gravity Factors X: 0.185, Y: ‐0.616)

17. E 1.0D + .7Eh (‐.3x, y) + .7Ev (Gravity Factors X: ‐0.185, Y: 0.616)

18. E 1.0D + .7Eh (‐.3x,‐ y) + .7Ev (Gravity Factors X: ‐0.185, Y: ‐0.616)

19. E 0.6D + .7Eh (+x, .3y) + .7Ev (Gravity Factors X: 0.616, Y: 0.185)

20. E 0.6D + .7Eh (+x, ‐.3y) + .7E (Gravity Factors X: 0.616, Y: ‐0.185)

21. E 0.6D + .7Eh (‐x, .3y) + .7Ev (Gravity Factors X: ‐0.616, Y: 0.185)

22. E 0.6D + .7Eh (‐x, ‐.3y) + .7Ev (Gravity Factors X: ‐0.616, Y: ‐0.185)

23. E 0.6D + .7Eh (+.3x, y) + .7Ev (Gravity Factors X: 0.185, Y: 0.616)

24. E 0.6D + .7Eh (+.3x, ‐y) + .7Ev (Gravity Factors X: 0.185, Y: ‐0.616)

25. E 0.6D + .7Eh (‐.3x, y) + .7Ev (Gravity Factors X: ‐0.185, Y: 0.616)

26. E 0.6D + .7Eh (‐.3x, ‐y) + .7Ev (Gravity Factors X: ‐0.185, Y: ‐0.616)

All Analysis Cases are currently active.

Basic Combinations used for Member Sizing Calculations:

1. 1.00 D + 0.00 L + 0.00 W + 0.00 E + 0.00 T + 0.00 S

2. 1.00 D + 1.00 L + 0.00 W + 0.00 E + 0.00 T + 0.00 S

3. 1.00 D + 0.00 L + 1.00 W + 0.00 E + 0.00 T + 0.00 S

4. 1.00 D + 0.75 L + 0.75 W + 0.00 E + 0.00 T + 0.00 S

5. 0.60 D + 0.00 L + 1.00 W + 0.00 E + 0.00 T + 0.00 S

6. 1.00 D + 0.00 L + 0.00 W + 1.00 E + 0.00 T + 0.00 S

Load Case Combinations used for Member Sizing Calculations:

(Analysis Case numbers are shown in parentheses)

1. 1.00 (1)

2. 1.00 (1) + 1.00 (2)

3. 1.00 (1) + 1.00 (3)

4. 1.00 (1) + 1.00 (4)

5. 1.00 (1) + 1.00 (5)

6. 1.00 (1) + 1.00 (6)

7. 1.00 (1) + 1.00 (7)

8. 1.00 (1) + 1.00 (8)

9. 1.00 (1) + 1.00 (9)

10. 1.00 (1) + 1.00 (10)

11. 1.00 (1) + 0.75 (2) + 0.75 (3)

12. 1.00 (1) + 0.75 (2) + 0.75 (4)

13. 1.00 (1) + 0.75 (2) + 0.75 (5)

14. 1.00 (1) + 0.75 (2) + 0.75 (6)

15. 1.00 (1) + 0.75 (2) + 0.75 (7)

16. 1.00 (1) + 0.75 (2) + 0.75 (8)

17. 1.00 (1) + 0.75 (2) + 0.75 (9)

18. 1.00 (1) + 0.75 (2) + 0.75 (10)

19. 0.60 (1) + 1.00 (3)

20. 0.60 (1) + 1.00 (4)

21. 0.60 (1) + 1.00 (5)

22. 0.60 (1) + 1.00 (6)

23. 0.60 (1) + 1.00 (7)

24. 0.60 (1) + 1.00 (8)

25. 0.60 (1) + 1.00 (9)

26. 0.60 (1) + 1.00 (10)

27. 1.00 (1) + 1.00 (11)

28. 1.00 (1) + 1.00 (12)

29. 1.00 (1) + 1.00 (13)

30. 1.00 (1) + 1.00 (14)

31. 1.00 (1) + 1.00 (15)

32. 1.00 (1) + 1.00 (16)

33. 1.00 (1) + 1.00 (17)

34. 1.00 (1) + 1.00 (18)

35. 1.00 (1) + 1.00 (19)

36. 1.00 (1) + 1.00 (20)

37. 1.00 (1) + 1.00 (21)

38. 1.00 (1) + 1.00 (22)

39. 1.00 (1) + 1.00 (23)

40. 1.00 (1) + 1.00 (24)

41. 1.00 (1) + 1.00 (25)

42. 1.00 (1) + 1.00 (26)

Load Case Combinations used for Member Sizing Calculations:

(Load Types are shown in parentheses)

1. 1.00 (P)

2. 1.00 (P) + 1.00 (L)

3. 1.00 (P) + 1.00 (W)

4. 1.00 (P) + 1.00 (W)

5. 1.00 (P) + 1.00 (W)

6. 1.00 (P) + 1.00 (W)

7. 1.00 (P) + 1.00 (W)

8. 1.00 (P) + 1.00 (W)

9. 1.00 (P) + 1.00 (W)

10. 1.00 (P) + 1.00 (W)

11. 1.00 (P) + 0.75 (L) + 0.75 (W)

12. 1.00 (P) + 0.75 (L) + 0.75 (W)

13. 1.00 (P) + 0.75 (L) + 0.75 (W)

14. 1.00 (P) + 0.75 (L) + 0.75 (W)

15. 1.00 (P) + 0.75 (L) + 0.75 (W)

16. 1.00 (P) + 0.75 (L) + 0.75 (W)

17. 1.00 (P) + 0.75 (L) + 0.75 (W)

18. 1.00 (P) + 0.75 (L) + 0.75 (W)

19. 0.60 (P) + 1.00 (W)

20. 0.60 (P) + 1.00 (W)

21. 0.60 (P) + 1.00 (W)

22. 0.60 (P) + 1.00 (W)

23. 0.60 (P) + 1.00 (W)

24. 0.60 (P) + 1.00 (W)

25. 0.60 (P) + 1.00 (W)

26. 0.60 (P) + 1.00 (W)

27. 1.00 (P) + 1.00 (E)

28. 1.00 (P) + 1.00 (E)

29. 1.00 (P) + 1.00 (E)

30. 1.00 (P) + 1.00 (E)

31. 1.00 (P) + 1.00 (E)

32. 1.00 (P) + 1.00 (E)

33. 1.00 (P) + 1.00 (E)

34. 1.00 (P) + 1.00 (E)

35. 1.00 (P) + 1.00 (E)

36. 1.00 (P) + 1.00 (E)

37. 1.00 (P) + 1.00 (E)

38. 1.00 (P) + 1.00 (E)

39. 1.00 (P) + 1.00 (E)

40. 1.00 (P) + 1.00 (E)

41. 1.00 (P) + 1.00 (E)

42. 1.00 (P) + 1.00 (E)

Basic Combinations used for Reaction Forces:

1. 1.00 D + 0.00 L + 0.00 W + 0.00 E + 0.00 T + 0.00 S

2. 1.00 D + 1.00 L + 0.00 W + 0.00 E + 0.00 T + 0.00 S

3. 1.00 D + 0.00 L + 1.00 W + 0.00 E + 0.00 T + 0.00 S

4. 1.00 D + 0.75 L + 0.75 W + 0.00 E + 0.00 T + 0.00 S

5. 0.60 D + 0.00 L + 1.00 W + 0.00 E + 0.00 T + 0.00 S

6. 1.00 D + 0.00 L + 0.00 W + 1.00 E + 0.00 T + 0.00 S

Load Case Combinations used for Reaction Forces:

(Analysis Case numbers are shown in parentheses)

1. 1.00 (1)

2. 1.00 (1) + 1.00 (2)

3. 1.00 (1) + 1.00 (3)

4. 1.00 (1) + 1.00 (4)

5. 1.00 (1) + 1.00 (5)

6. 1.00 (1) + 1.00 (6)

7. 1.00 (1) + 1.00 (7)

8. 1.00 (1) + 1.00 (8)

9. 1.00 (1) + 1.00 (9)

10. 1.00 (1) + 1.00 (10)

11. 1.00 (1) + 0.75 (2) + 0.75 (3)

12. 1.00 (1) + 0.75 (2) + 0.75 (4)

13. 1.00 (1) + 0.75 (2) + 0.75 (5)

14. 1.00 (1) + 0.75 (2) + 0.75 (6)

15. 1.00 (1) + 0.75 (2) + 0.75 (7)

16. 1.00 (1) + 0.75 (2) + 0.75 (8)

17. 1.00 (1) + 0.75 (2) + 0.75 (9)

18. 1.00 (1) + 0.75 (2) + 0.75 (10)

19. 0.60 (1) + 1.00 (3)

20. 0.60 (1) + 1.00 (4)

21. 0.60 (1) + 1.00 (5)

22. 0.60 (1) + 1.00 (6)

23. 0.60 (1) + 1.00 (7)

24. 0.60 (1) + 1.00 (8)

25. 0.60 (1) + 1.00 (9)

26. 0.60 (1) + 1.00 (10)

27. 1.00 (1) + 1.00 (11)

28. 1.00 (1) + 1.00 (12)

29. 1.00 (1) + 1.00 (13)

30. 1.00 (1) + 1.00 (14)

31. 1.00 (1) + 1.00 (15)

32. 1.00 (1) + 1.00 (16)

33. 1.00 (1) + 1.00 (17)

34. 1.00 (1) + 1.00 (18)

35. 1.00 (1) + 1.00 (19)

36. 1.00 (1) + 1.00 (20)

37. 1.00 (1) + 1.00 (21)

38. 1.00 (1) + 1.00 (22)

39. 1.00 (1) + 1.00 (23)

40. 1.00 (1) + 1.00 (24)

41. 1.00 (1) + 1.00 (25)

42. 1.00 (1) + 1.00 (26)

Load Case Combinations used for Reaction Forces:

(Load Types are shown in parentheses)

1. 1.00 (P)

2. 1.00 (P) + 1.00 (L)

3. 1.00 (P) + 1.00 (W)

4. 1.00 (P) + 1.00 (W)

5. 1.00 (P) + 1.00 (W)

6. 1.00 (P) + 1.00 (W)

7. 1.00 (P) + 1.00 (W)

8. 1.00 (P) + 1.00 (W)

9. 1.00 (P) + 1.00 (W)

10. 1.00 (P) + 1.00 (W)

11. 1.00 (P) + 0.75 (L) + 0.75 (W)

12. 1.00 (P) + 0.75 (L) + 0.75 (W)

13. 1.00 (P) + 0.75 (L) + 0.75 (W)

14. 1.00 (P) + 0.75 (L) + 0.75 (W)

15. 1.00 (P) + 0.75 (L) + 0.75 (W)

16. 1.00 (P) + 0.75 (L) + 0.75 (W)

17. 1.00 (P) + 0.75 (L) + 0.75 (W)

18. 1.00 (P) + 0.75 (L) + 0.75 (W)

19. 0.60 (P) + 1.00 (W)

20. 0.60 (P) + 1.00 (W)

21. 0.60 (P) + 1.00 (W)

22. 0.60 (P) + 1.00 (W)

23. 0.60 (P) + 1.00 (W)

24. 0.60 (P) + 1.00 (W)

25. 0.60 (P) + 1.00 (W)

26. 0.60 (P) + 1.00 (W)

27. 1.00 (P) + 1.00 (E)

28. 1.00 (P) + 1.00 (E)

29. 1.00 (P) + 1.00 (E)

30. 1.00 (P) + 1.00 (E)

31. 1.00 (P) + 1.00 (E)

32. 1.00 (P) + 1.00 (E)

33. 1.00 (P) + 1.00 (E)

34. 1.00 (P) + 1.00 (E)

35. 1.00 (P) + 1.00 (E)

36. 1.00 (P) + 1.00 (E)

37. 1.00 (P) + 1.00 (E)

38. 1.00 (P) + 1.00 (E)

39. 1.00 (P) + 1.00 (E)

40. 1.00 (P) + 1.00 (E)

41. 1.00 (P) + 1.00 (E)

42. 1.00 (P) + 1.00 (E)

Support Load Tabulation (tabulated by node) Based on Load Case Combinations

Node LC X‐Force Y‐Force Z‐Force Horizontal Resultant X‐Moment Y‐Moment Z‐Moment XY‐Result No No (lb) (lb) (lb) Resultant Force(3D) (lb‐ft) (lb‐ft) (lb‐ft) (lb‐ft)

5 1 ‐1198.778 ‐1021.099 ‐396.142 1574.710 1623.773 8170.631 ‐9592.383 0.106 12600.520 5 2 ‐10914.901 ‐8939.749 ‐803.404 14108.660 14131.510 71532.578 ‐87336.836 ‐2.411 112892.100 5 3 ‐3085.810 ‐2786.600 295.799 4157.808 4168.317 22285.260 ‐25377.744 1.111 33773.700 5 4 ‐2982.599 ‐2680.634 82.249 4010.199 4011.042 20945.684 ‐24350.676 0.567 32119.730 5 5 ‐2427.966 ‐2103.698 ‐223.971 3212.563 3220.361 16129.454 ‐19423.656 ‐0.236 25247.530 5 6 ‐4735.444 ‐4001.398 ‐144.832 6199.647 6201.338 31514.506 ‐37386.551 0.023 48897.020 5 7 ‐5349.726 ‐4438.014 ‐198.640 6950.938 6953.775 35503.250 ‐42096.684 0.009 55069.150 5 8 ‐3808.442 ‐3084.895 ‐307.986 4901.103 4910.770 25175.275 ‐29973.754 ‐0.144 39143.590 5 9 ‐1115.733 ‐825.290 ‐391.480 1387.791 1441.950 7304.175 ‐8927.941 ‐0.296 11535.130 5 10 ‐2017.094 ‐1743.428 29.442 2666.123 2666.286 14439.390 ‐16628.170 0.510 22022.530 5 11 ‐9901.145 ‐8284.213 ‐182.633 12909.720 12911.010 66278.063 ‐79739.742 ‐1.028 103688.000 5 12 ‐9823.736 ‐8204.738 ‐342.796 12799.360 12803.950 65273.383 ‐78969.438 ‐1.436 102453.800 5 13 ‐9407.761 ‐7772.036 ‐572.461 12202.890 12216.310 61661.211 ‐75274.172 ‐2.039 97305.220 5 14 ‐11138.370 ‐9195.312 ‐513.107 14443.580 14452.690 73200.000 ‐88746.344 ‐1.844 115039.800 5 15 ‐11599.081 ‐9522.773 ‐553.462 15007.390 15017.600 76191.563 ‐92278.945 ‐1.855 119668.500 5 16 ‐10443.118 ‐8507.934 ‐635.472 13470.100 13485.080 68445.578 ‐83186.750 ‐1.970 107725.700 5 17 ‐8423.586 ‐6813.230 ‐698.092 10834.060 10856.530 55042.250 ‐67402.391 ‐2.083 87021.450 5 18 ‐9099.607 ‐7501.834 ‐382.400 11793.230 11799.430 60393.664 ‐73177.563 ‐1.479 94880.720 5 19 ‐2606.299 ‐2378.161 454.256 3528.235 3557.358 19017.008 ‐21540.791 1.069 28734.160 5 20 ‐2503.088 ‐2272.195 240.706 3380.580 3389.138 17677.432 ‐20513.723 0.524 27079.590 5 21 ‐1948.455 ‐1695.258 ‐65.514 2582.707 2583.538 12861.201 ‐15586.703 ‐0.279 20207.820 5 22 ‐4255.933 ‐3592.959 13.624 5569.769 5569.785 28246.254 ‐33549.598 ‐0.019 43856.890 5 23 ‐4870.214 ‐4029.575 ‐40.183 6321.112 6321.240 32234.998 ‐38259.730 ‐0.034 50029.010 5 24 ‐3328.931 ‐2676.456 ‐149.529 4271.439 4274.056 21907.023 ‐26136.801 ‐0.187 34103.520 5 25 ‐636.221 ‐416.850 ‐233.023 760.620 795.514 4035.922 ‐5090.988 ‐0.338 6496.679 5 26 ‐1537.583 ‐1334.989 187.899 2036.261 2044.911 11171.137 ‐12791.217 0.468 16982.630 5 27 ‐795.630 ‐845.868 ‐469.123 1161.258 1252.436 7087.519 ‐7427.530 1.024 10266.500 5 28 ‐819.545 ‐1048.926 ‐466.482 1331.127 1410.498 8075.398 ‐7618.824 2.037 11102.190 5 29 ‐1694.161 ‐1091.324 ‐442.008 2015.235 2063.139 9050.973 ‐12495.956 ‐1.822 15429.490 5 30 ‐1718.398 ‐1294.438 ‐439.295 2151.386 2195.778 10039.293 ‐12689.821 ‐0.811 16180.820 5 31 ‐1081.427 ‐694.584 ‐462.824 1285.274 1366.066 6618.713 ‐8972.343 ‐1.152 11149.450 5 32 ‐1161.447 ‐1370.780 ‐453.941 1796.663 1853.122 9908.630 ‐9612.429 2.218 13805.060 5 33 ‐1351.176 ‐768.292 ‐454.704 1554.332 1619.477 7208.325 ‐10493.703 ‐2.006 12730.980 5 34 ‐1431.518 ‐1444.545 ‐445.750 2033.704 2081.981 10498.683 ‐11136.357 1.362 15304.930 5 35 ‐468.242 ‐569.538 ‐160.077 737.309 754.486 4875.149 ‐4806.413 1.019 6846.071 5 36 ‐491.597 ‐772.366 ‐157.298 915.542 928.957 5861.156 ‐4993.225 2.034 7699.705 5 37 ‐1405.726 ‐848.548 ‐127.353 1641.981 1646.912 7106.899 ‐10186.236 ‐1.820 12420.440 5 38 ‐1429.561 ‐1051.498 ‐124.515 1774.625 1778.988 8093.872 ‐10376.879 ‐0.807 13160.180 5 39 ‐769.657 ‐431.416 ‐151.768 882.322 895.279 4511.642 ‐6476.100 ‐1.157 7892.705 5 40 ‐848.029 ‐1106.938 ‐142.441 1394.441 1401.697 7796.046 ‐7102.978 2.220 10546.590 5 41 ‐1050.978 ‐515.119 ‐141.968 1170.428 1179.007 5181.172 ‐8089.968 ‐2.008 9606.879 5 42 ‐1129.829 ‐1190.763 ‐132.583 1641.472 1646.818 8466.544 ‐8720.670 1.366 12154.520

11 1 ‐1141.002 ‐1008.689 ‐512.198 1522.938 1606.763 10091.778 ‐11415.544 0.193 15236.750 11 2 ‐10176.112 ‐8614.454 ‐958.533 13332.750 13367.160 86176.734 ‐101798.656 ‐5.276 133376.900 11 3 ‐2820.593 ‐2687.402 142.845 3895.879 3898.497 26861.832 ‐29292.328 2.355 39744.160 11 4 ‐2760.725 ‐2635.278 ‐62.395 3816.582 3817.092 25568.602 ‐28378.008 1.480 38197.710 11 5 ‐2319.140 ‐2125.886 ‐346.745 3146.077 3165.128 20160.223 ‐23193.059 ‐0.159 30730.320 11 6 ‐4476.309 ‐3927.186 ‐284.122 5954.841 5961.615 38493.223 ‐43984.289 0.018 58449.520 11 7 ‐5051.634 ‐4306.980 ‐341.176 6638.455 6647.216 43070.855 ‐49417.348 ‐0.385 65552.830 11 8 ‐3567.740 ‐2935.849 ‐441.387 4620.387 4641.422 30140.637 ‐34904.258 ‐0.843 46116.860 11 9 ‐1021.643 ‐733.710 ‐511.683 1257.810 1357.905 8442.013 ‐10221.851 ‐0.996 13257.220 11 10 ‐1803.685 ‐1616.386 ‐114.587 2421.979 2424.689 16937.811 ‐18810.230 0.891 25312.330 11 11 ‐9177.028 ‐7972.047 ‐355.667 12156.130 12161.330 79733.031 ‐92610.461 ‐2.287 122205.000 11 12 ‐9132.127 ‐7932.955 ‐509.597 12096.590 12107.320 78763.109 ‐91924.727 ‐2.943 121052.800 11 13 ‐8800.938 ‐7550.911 ‐722.859 11596.240 11618.750 74706.828 ‐88036.008 ‐4.172 115461.900 11 14 ‐10418.815 ‐8901.886 ‐675.892 13703.840 13720.500 88456.578 ‐103629.438 ‐4.039 136248.400 11 15 ‐10850.309 ‐9186.731 ‐718.683 14217.080 14235.230 91889.797 ‐107704.227 ‐4.342 141576.600 11 16 ‐9737.389 ‐8158.383 ‐793.841 12703.380 12728.160 82192.141 ‐96819.406 ‐4.686 127002.100 11 17 ‐7827.816 ‐6506.779 ‐846.563 10179.040 10214.180 65918.172 ‐78307.602 ‐4.800 102358.600 11 18 ‐8414.348 ‐7168.786 ‐548.741 11054.080 11067.690 72290.016 ‐84748.891 ‐3.385 111392.200 11 19 ‐2364.192 ‐2283.926 347.724 3287.206 3305.546 22825.121 ‐24726.111 2.278 33650.660 11 20 ‐2304.324 ‐2231.803 142.484 3207.936 3211.099 21531.891 ‐23811.791 1.403 32103.330 11 21 ‐1862.739 ‐1722.411 ‐141.865 2537.025 2540.988 16123.512 ‐18626.842 ‐0.236 24635.880 11 22 ‐4019.908 ‐3523.710 ‐79.242 5345.671 5346.258 34456.512 ‐39418.074 ‐0.059 52354.900 11 23 ‐4595.233 ‐3903.505 ‐136.297 6029.388 6030.928 39034.145 ‐44851.133 ‐0.462 59458.290 11 24 ‐3111.339 ‐2532.374 ‐236.507 4011.652 4018.617 26103.926 ‐30338.041 ‐0.920 40022.640 11 25 ‐565.242 ‐330.234 ‐306.804 654.640 722.968 4405.302 ‐5655.633 ‐1.073 7168.882 11 26 ‐1347.284 ‐1212.911 90.293 1812.823 1815.070 12901.100 ‐14244.014 0.814 19217.970 11 27 ‐659.493 ‐800.409 ‐599.575 1037.104 1197.946 8510.141 ‐8266.932 2.443 11864.430 11 28 ‐683.883 ‐1045.022 ‐596.896 1248.906 1384.215 9955.973 ‐8510.794 4.773 13097.900 11 29 ‐1707.063 ‐1067.714 ‐570.474 2013.474 2092.729 11182.835 ‐15411.577 ‐4.386 19041.340 11 30 ‐1731.786 ‐1312.378 ‐567.710 2172.883 2245.822 12629.160 ‐15658.753 ‐2.061 20116.960 11 31 ‐996.277 ‐607.832 ‐592.715 1167.060 1308.946 7749.483 ‐10469.511 ‐2.661 13025.560 11 32 ‐1077.893 ‐1422.390 ‐583.688 1784.670 1877.695 12564.308 ‐11285.530 5.092 16888.610 11 33 ‐1310.798 ‐688.119 ‐584.001 1480.439 1591.464 8552.257 ‐12614.328 ‐4.710 15240.160 11 34 ‐1392.746 ‐1502.729 ‐574.889 2048.886 2128.011 13367.574 ‐13433.658 3.038 18951.390 11 35 ‐354.019 ‐532.928 ‐218.422 639.798 676.055 5831.142 ‐5207.523 2.438 7817.961 11 36 ‐378.133 ‐777.515 ‐215.557 864.589 891.055 7276.616 ‐5448.610 4.772 9090.461 11 37 ‐1445.485 ‐839.600 ‐183.066 1671.632 1681.626 8897.200 ‐12790.549 ‐4.373 15580.700 11 38 ‐1469.983 ‐1084.226 ‐180.144 1826.580 1835.442 10343.044 ‐13035.459 ‐2.044 16640.370 11 39 ‐708.140 ‐355.620 ‐209.339 792.419 819.604 5223.177 ‐7583.303 ‐2.663 9208.043

11 40 ‐788.821 ‐1170.032 ‐199.739 1411.104 1425.170 10036.231 ‐8389.915 5.101 13081.150 11 41 ‐1035.753 ‐447.678 ‐198.745 1128.362 1145.731 6143.577 ‐9858.864 ‐4.707 11616.400 11 42 ‐1116.861 ‐1262.150 ‐189.084 1685.349 1695.923 10957.207 ‐10669.726 3.053 15293.900

6 1 ‐1189.600 1050.830 ‐397.137 1587.259 1636.187 ‐8408.564 ‐9518.962 ‐0.061 12700.970 6 2 ‐10865.773 9211.002 ‐793.775 14244.560 14266.660 ‐73702.773 ‐86943.367 3.072 113979.200 6 3 ‐3101.476 2880.044 291.839 4232.471 4242.520 ‐23032.637 ‐25503.164 ‐0.802 34364.430 6 4 ‐2011.479 1800.247 27.225 2699.433 2699.570 ‐14893.889 ‐16583.307 ‐0.398 22289.770 6 5 ‐1094.096 846.043 ‐394.064 1383.052 1438.096 ‐7470.298 ‐8754.862 0.294 11508.820 6 6 ‐3748.598 3167.451 ‐312.368 4907.620 4917.551 ‐25835.842 ‐29495.074 0.131 39210.330 6 7 ‐5272.460 4553.460 ‐206.109 6966.551 6969.599 ‐36426.953 ‐41478.734 0.032 55203.340 6 8 ‐4672.119 4099.206 ‐151.617 6215.479 6217.328 ‐32297.057 ‐36880.109 0.098 49022.880 6 9 ‐2418.885 2165.891 ‐224.970 3246.858 3254.643 ‐16627.031 ‐19351.031 0.381 25513.140 6 10 ‐2996.236 2767.496 80.120 4078.782 4079.569 ‐21640.479 ‐24459.822 ‐0.259 32658.740 6 11 ‐9880.638 8542.870 ‐177.883 13061.690 13062.900 ‐68347.273 ‐79575.414 1.733 104898.000 6 12 ‐9063.140 7733.022 ‐376.344 11913.860 11919.810 ‐62243.211 ‐72885.523 2.036 95846.320 6 13 ‐8375.103 7017.369 ‐692.311 10926.380 10948.290 ‐56675.520 ‐67014.188 2.555 87766.830 6 14 ‐10365.979 8758.425 ‐631.039 13570.690 13585.350 ‐70449.680 ‐82569.352 2.432 108539.600 6 15 ‐11508.875 9797.932 ‐551.345 15114.680 15124.740 ‐78393.008 ‐91557.094 2.358 120532.800 6 16 ‐11058.619 9457.241 ‐510.475 14551.030 14559.980 ‐75295.586 ‐88108.125 2.407 115898.500 6 17 ‐9368.694 8007.255 ‐565.490 12324.310 12337.270 ‐63543.070 ‐74961.320 2.620 98269.630 6 18 ‐9801.707 8458.458 ‐336.673 12946.770 12951.150 ‐67303.156 ‐78792.914 2.140 103624.500 6 19 ‐2625.636 2459.712 450.694 3597.798 3625.917 ‐19669.211 ‐21695.580 ‐0.777 29284.400 6 20 ‐1535.639 1379.916 186.080 2064.547 2072.916 ‐11530.463 ‐12775.723 ‐0.373 17209.610 6 21 ‐618.256 425.711 ‐235.209 750.646 786.634 ‐4106.872 ‐4947.278 0.318 6429.771 6 22 ‐3272.758 2747.119 ‐153.513 4272.892 4275.649 ‐22472.416 ‐25687.490 0.155 34130.000 6 23 ‐4796.620 4133.128 ‐47.254 6331.691 6331.867 ‐33063.527 ‐37671.152 0.056 50122.970 6 24 ‐4196.279 3678.874 7.238 5580.580 5580.584 ‐28933.631 ‐33072.527 0.122 43942.540 6 25 ‐1943.045 1745.559 ‐66.115 2611.973 2612.809 ‐13263.605 ‐15543.447 0.406 20433.360 6 26 ‐2520.396 2347.164 238.975 3444.063 3452.344 ‐18277.053 ‐20652.238 ‐0.235 27578.350 6 27 ‐813.082 1078.146 ‐467.140 1350.371 1428.888 ‐8309.260 ‐7567.112 ‐2.042 11238.550 6 28 ‐787.982 873.460 ‐469.933 1176.371 1266.762 ‐7308.354 ‐7366.337 ‐1.039 10376.650 6 29 ‐1706.743 1329.136 ‐440.549 2163.232 2207.636 ‐10316.979 ‐12596.577 0.922 16282.320 6 30 ‐1681.374 1124.434 ‐443.408 2022.714 2070.744 ‐9315.952 ‐12393.660 1.923 15504.510 6 31 ‐1154.563 1403.783 ‐454.625 1817.587 1873.581 ‐10172.746 ‐9557.346 ‐2.172 13958.070 6 32 ‐1070.666 722.216 ‐464.009 1291.480 1372.307 ‐6839.872 ‐8886.255 1.166 11213.800 6 33 ‐1423.054 1479.179 ‐446.615 2052.573 2100.600 ‐10775.851 ‐11068.643 ‐1.281 15447.780 6 34 ‐1338.889 797.595 ‐456.064 1558.455 1623.816 ‐7442.855 ‐10395.411 2.055 12785.170 6 35 ‐487.688 793.725 ‐157.741 931.579 944.839 ‐6032.056 ‐4961.956 ‐2.054 7810.679 6 36 ‐462.714 588.870 ‐160.730 748.914 765.967 ‐5029.832 ‐4762.189 ‐1.048 6926.590 6 37 ‐1420.237 1079.262 ‐125.603 1783.782 1788.198 ‐8316.005 ‐10302.296 0.906 13239.840 6 38 ‐1394.974 874.448 ‐128.626 1646.393 1651.410 ‐7314.126 ‐10100.229 1.909 12470.410 6 39 ‐844.061 1132.840 ‐142.871 1412.716 1419.922 ‐8003.292 ‐7071.231 ‐2.187 10679.650 6 40 ‐760.557 450.791 ‐152.862 884.115 897.233 ‐4666.675 ‐6403.314 1.159 7923.401 6 41 ‐1124.165 1218.529 ‐133.215 1657.878 1663.221 ‐8688.700 ‐8675.358 ‐1.297 12278.250 6 42 ‐1040.374 536.522 ‐143.241 1170.570 1179.302 ‐5352.434 ‐8005.154 2.046 9629.695

12 1 ‐1140.985 1008.689 ‐512.200 1522.925 1606.752 ‐10091.800 ‐11415.373 ‐0.193 15236.640 12 2 ‐10176.037 8614.461 ‐958.542 13332.690 13367.100 ‐86176.820 ‐101797.906 5.274 133376.400 12 3 ‐2820.558 2687.406 142.841 3895.857 3898.474 ‐26861.902 ‐29291.980 ‐2.362 39743.950 12 4 ‐1802.616 1615.455 ‐114.848 2420.562 2423.285 ‐16928.521 ‐18799.547 ‐0.896 25298.180 12 5 ‐1021.361 733.482 ‐511.635 1257.448 1357.552 ‐8439.753 ‐10219.030 0.995 13253.600 12 6 ‐3567.700 2935.844 ‐441.390 4620.353 4641.389 ‐30140.598 ‐34903.863 0.848 46116.540 12 7 ‐5051.590 4306.982 ‐341.182 6638.423 6647.185 ‐43070.887 ‐49416.906 0.391 65552.520 12 8 ‐4476.271 3927.195 ‐284.126 5954.818 5961.593 ‐38493.332 ‐43983.906 ‐0.014 58449.300 12 9 ‐2319.340 2126.118 ‐346.634 3146.381 3165.417 ‐20162.555 ‐23195.055 0.158 30733.360 12 10 ‐2761.667 2636.166 ‐62.134 3817.876 3818.381 ‐25577.482 ‐28387.422 ‐1.487 38210.640 12 11 ‐9176.953 7972.056 ‐355.676 12156.070 12161.280 ‐79733.141 ‐92609.727 2.280 122204.500 12 12 ‐8413.497 7168.092 ‐548.942 11052.990 11066.610 ‐72283.102 ‐84740.406 3.380 111381.300 12 13 ‐7827.557 6506.613 ‐846.533 10178.740 10213.880 ‐65916.531 ‐78305.016 4.799 102355.600 12 14 ‐9737.311 8158.384 ‐793.849 12703.320 12728.100 ‐82192.156 ‐96818.641 4.688 127001.600 12 15 ‐10850.228 9186.737 ‐718.693 14217.020 14235.170 ‐91889.875 ‐107703.422 4.346 141576.000 12 16 ‐10418.738 8901.897 ‐675.901 13703.790 13720.450 ‐88456.711 ‐103628.672 4.041 136247.900 12 17 ‐8801.040 7551.089 ‐722.782 11596.430 11618.940 ‐74708.625 ‐88037.031 4.170 115463.800 12 18 ‐9132.786 7933.625 ‐509.407 12097.530 12108.250 ‐78769.828 ‐91931.313 2.937 121062.200 12 19 ‐2364.164 2283.931 347.721 3287.189 3305.529 ‐22825.182 ‐24725.832 ‐2.285 33650.490 12 20 ‐1346.222 1211.979 90.032 1811.410 1813.646 ‐12891.802 ‐14233.398 ‐0.819 19203.860 12 21 ‐564.967 330.007 ‐306.755 654.288 722.628 ‐4403.033 ‐5652.881 1.073 7165.317 12 22 ‐3111.306 2532.368 ‐236.510 4011.622 4018.588 ‐26103.877 ‐30337.715 0.925 40022.360 12 23 ‐4595.196 3903.506 ‐136.302 6029.360 6030.901 ‐39034.164 ‐44850.754 0.468 59458.020 12 24 ‐4019.876 3523.719 ‐79.246 5345.653 5346.240 ‐34456.609 ‐39417.758 0.063 52354.730 12 25 ‐1862.946 1722.642 ‐141.754 2537.333 2541.290 ‐16125.835 ‐18628.906 0.235 24638.970 12 26 ‐2305.273 2232.690 142.746 3209.235 3212.408 ‐21540.762 ‐23821.273 ‐1.409 32116.310 12 27 ‐683.866 1045.022 ‐596.898 1248.897 1384.208 ‐9955.994 ‐8510.627 ‐4.783 13097.810 12 28 ‐659.478 800.409 ‐599.577 1037.095 1197.939 ‐8510.167 ‐8266.774 ‐2.453 11864.340 12 29 ‐1731.766 1312.379 ‐567.713 2172.867 2245.807 ‐12629.184 ‐15658.557 2.071 20116.830 12 30 ‐1707.044 1067.714 ‐570.477 2013.458 2092.716 ‐11182.864 ‐15411.390 4.396 19041.200 12 31 ‐1077.874 1422.390 ‐583.690 1784.658 1877.685 ‐12564.324 ‐11285.340 ‐5.095 16888.490 12 32 ‐996.261 607.834 ‐592.717 1167.047 1308.936 ‐7749.517 ‐10469.356 2.658 13025.450 12 33 ‐1392.726 1502.729 ‐574.891 2048.873 2127.999 ‐13367.590 ‐13433.460 ‐3.036 18951.260 12 34 ‐1310.781 688.121 ‐584.003 1480.425 1591.452 ‐8552.291 ‐12614.163 4.713 15240.040 12 35 ‐378.121 777.516 ‐215.559 864.584 891.051 ‐7276.633 ‐5448.496 ‐4.782 9090.407 12 36 ‐354.006 532.928 ‐218.424 639.791 676.048 ‐5831.148 ‐5207.399 ‐2.448 7817.883 12 37 ‐1469.966 1084.227 ‐180.147 1826.567 1835.429 ‐10343.054 ‐13035.293 2.054 16640.240

12 38 ‐1445.469 839.601 ‐183.068 1671.619 1681.614 ‐8897.218 ‐12790.396 4.383 15580.590 12 39 ‐788.806 1170.031 ‐199.741 1411.094 1425.161 ‐10036.229 ‐8389.757 ‐5.105 13081.050 12 40 ‐708.129 355.622 ‐209.340 792.410 819.596 ‐5223.203 ‐7583.189 2.660 9207.964 12 41 ‐1116.844 1262.150 ‐189.086 1685.337 1695.911 ‐10957.206 ‐10669.557 ‐3.050 15293.780 12 42 ‐1035.741 447.680 ‐198.746 1128.351 1145.721 ‐6143.603 ‐9858.739 4.709 11616.310

2 1 ‐139.250 ‐2374.021 ‐2821.923 2378.101 3690.341 47686.066 ‐261.760 ‐3.658 47686.790 2 2 ‐1480.753 ‐20341.639 ‐9905.806 20395.460 22673.770 408589.500 ‐6444.198 ‐55.448 408640.300 2 3 ‐707.642 ‐9174.774 ‐4480.974 9202.024 10235.060 183425.641 ‐10411.922 ‐78.167 183720.900 2 4 ‐932.199 ‐8591.196 ‐4123.854 8641.623 9575.167 167133.672 ‐14018.107 ‐103.042 167720.500 2 5 ‐346.654 ‐5098.286 ‐3221.469 5110.057 6040.740 95950.492 ‐1722.543 ‐15.231 95965.950 2 6 ‐2041.613 ‐8646.452 ‐3805.268 8884.218 9664.853 167676.047 ‐27158.906 ‐194.442 169861.300 2 7 ‐2900.091 ‐9255.080 ‐3973.742 9698.816 10481.300 183702.781 ‐41443.734 ‐294.024 188319.700 2 8 ‐1855.666 ‐6067.557 ‐3487.996 6344.978 7240.501 124956.359 ‐25617.727 ‐181.884 127555.300 2 9 19.445 ‐1518.484 ‐2723.217 1518.608 3118.025 36940.070 2549.978 16.968 37027.980 2 10 ‐645.841 ‐6022.289 ‐3866.720 6056.821 7185.861 124690.656 ‐10456.110 ‐76.343 125128.300 2 11 ‐1571.671 ‐20950.299 ‐9379.123 21009.170 23007.670 420168.313 ‐12511.211 ‐98.383 420354.600 2 12 ‐1740.089 ‐20512.615 ‐9111.283 20586.290 22512.460 407949.313 ‐15215.850 ‐117.039 408233.000 2 13 ‐1300.931 ‐17892.934 ‐8434.494 17940.160 19823.980 354561.938 ‐5994.176 ‐51.180 354612.600 2 14 ‐2572.150 ‐20554.059 ‐8872.344 20714.370 22534.500 408356.125 ‐25071.449 ‐185.589 409125.000 2 15 ‐3216.008 ‐21010.529 ‐8998.699 21255.240 23081.630 420376.156 ‐35785.070 ‐260.275 421896.500 2 16 ‐2432.689 ‐18619.887 ‐8634.390 18778.130 20668.110 376316.344 ‐23915.563 ‐176.170 377075.500 2 17 ‐1026.356 ‐15208.081 ‐8060.806 15242.670 17242.850 310304.125 ‐2789.785 ‐27.032 310316.700 2 18 ‐1525.320 ‐18585.936 ‐8918.433 18648.420 20671.290 376117.063 ‐12544.352 ‐97.015 376326.200 2 19 ‐651.942 ‐8225.166 ‐3352.205 8250.962 8905.934 164351.219 ‐10307.218 ‐76.704 164674.100 2 20 ‐876.499 ‐7641.588 ‐2995.084 7691.691 8254.250 148059.250 ‐13913.403 ‐101.579 148711.500 2 21 ‐290.954 ‐4148.677 ‐2092.699 4158.867 4655.703 76876.063 ‐1617.839 ‐13.768 76893.090 2 22 ‐1985.913 ‐7696.844 ‐2676.499 7948.916 8387.426 148601.625 ‐27054.203 ‐192.979 151044.300 2 23 ‐2844.391 ‐8305.472 ‐2844.973 8779.033 9228.504 164628.359 ‐41339.027 ‐292.561 169739.300 2 24 ‐1799.966 ‐5117.949 ‐2359.227 5425.244 5916.014 105881.938 ‐25513.023 ‐180.421 108912.300 2 25 75.146 ‐568.875 ‐1594.448 573.817 1694.559 17865.645 2654.682 18.431 18061.800 2 26 ‐590.141 ‐5072.681 ‐2737.951 5106.893 5794.543 105616.234 ‐10351.406 ‐74.880 106122.300 2 27 1117.636 ‐2046.146 ‐3133.164 2331.486 3905.450 44835.129 12275.478 85.336 46485.220 2 28 1111.315 ‐2941.488 ‐3142.850 3144.419 4445.771 55111.594 12203.016 82.903 56446.450 2 29 ‐1405.758 ‐2036.191 ‐3116.432 2474.314 3979.243 44905.211 ‐12797.532 ‐90.887 46693.200 2 30 ‐1411.604 ‐2931.495 ‐3126.078 3253.658 4512.056 55180.902 ‐12860.483 ‐93.253 56659.720 2 31 240.538 ‐1000.198 ‐3116.151 1028.715 3281.562 32897.500 3555.089 26.288 33089.040 2 32 220.045 ‐3981.407 ‐3148.365 3987.484 5080.574 67114.609 3324.932 18.265 67196.920 2 33 ‐517.507 ‐997.275 ‐3111.151 1123.552 3307.813 32919.859 ‐3979.042 ‐26.665 33159.460 2 34 ‐537.525 ‐3978.447 ‐3143.326 4014.595 5098.772 67136.195 ‐4199.690 ‐34.621 67267.420 2 35 1134.737 ‐1419.299 ‐1483.365 1817.151 2345.721 32137.768 11943.293 83.523 34285.250 2 36 1128.264 ‐2314.376 ‐1492.522 2574.746 2976.061 42405.523 11866.974 81.062 44034.690 2 37 ‐1315.403 ‐1414.765 ‐1465.165 1931.798 2424.573 32390.729 ‐11652.745 ‐82.441 34423.040 2 38 ‐1321.112 ‐2309.785 ‐1474.255 2660.910 3042.017 42657.426 ‐11713.755 ‐84.795 44236.500 2 39 283.382 ‐378.234 ‐1466.934 472.616 1541.188 20328.105 3745.602 28.104 20670.300 2 40 262.716 ‐3358.578 ‐1497.376 3368.837 3686.624 54516.613 3509.384 20.036 54629.450 2 41 ‐452.906 ‐376.935 ‐1461.506 589.240 1575.818 20405.170 ‐3349.808 ‐21.802 20678.300 2 42 ‐472.808 ‐3357.222 ‐1491.881 3390.352 3704.079 54592.652 ‐3570.744 ‐29.763 54709.300

9 1 ‐91.886 ‐2148.040 ‐3003.579 2150.004 3693.779 47557.801 366.760 ‐4.007 47559.210 9 2 ‐1035.707 ‐17825.904 ‐9683.265 17855.970 20312.590 394505.250 ‐1299.807 ‐61.322 394507.400 9 3 ‐255.372 ‐8071.868 ‐4523.559 8075.906 9256.503 177846.703 ‐4010.035 ‐55.907 177891.900 9 4 ‐537.783 ‐7701.890 ‐4194.245 7720.643 8786.354 164113.391 ‐8846.482 ‐92.999 164351.700 9 5 ‐267.176 ‐4787.356 ‐3384.727 4794.806 5869.118 98051.656 ‐920.971 ‐21.378 98055.980 9 6 ‐1885.653 ‐7796.219 ‐3908.409 8021.017 8922.577 165570.453 ‐27536.506 ‐241.344 167844.700 9 7 ‐2756.110 ‐8209.911 ‐4070.815 8660.184 9569.238 179524.719 ‐43503.734 ‐369.108 184720.600 9 8 ‐1770.594 ‐5228.571 ‐3613.218 5520.231 6597.598 119794.781 ‐27073.678 ‐230.278 122816.000 9 9 ‐13.147 ‐1223.163 ‐2911.283 1223.233 3157.826 34847.371 1762.279 9.967 34891.910 9 10 ‐327.206 ‐5135.384 ‐3943.294 5145.797 6482.962 118436.578 ‐6282.529 ‐65.193 118603.100 9 11 ‐922.367 ‐18349.309 ‐9153.328 18372.480 20526.360 405485.063 ‐4165.762 ‐85.918 405506.500 9 12 ‐1134.175 ‐18071.824 ‐8906.343 18107.380 20179.200 395185.063 ‐7793.097 ‐113.738 395261.900 9 13 ‐931.220 ‐15885.925 ‐8299.204 15913.200 17947.330 345638.750 ‐1848.964 ‐60.022 345643.700 9 14 ‐2145.077 ‐18142.572 ‐8691.967 18268.940 20231.280 396277.875 ‐21810.613 ‐224.997 396877.600 9 15 ‐2797.920 ‐18452.842 ‐8813.771 18663.750 20640.210 406743.563 ‐33786.035 ‐320.819 408144.300 9 16 ‐2058.783 ‐16216.836 ‐8470.572 16347.000 18411.270 361946.125 ‐21463.492 ‐216.697 362582.000 9 17 ‐740.698 ‐13212.779 ‐7944.121 13233.520 15434.870 298235.563 163.474 ‐36.513 298235.600 9 18 ‐976.242 ‐16146.945 ‐8718.130 16176.430 18376.140 360927.469 ‐5870.131 ‐92.883 360975.200 9 19 ‐218.618 ‐7212.652 ‐3322.127 7215.964 7943.971 158823.594 ‐4156.739 ‐54.304 158878.000 9 20 ‐501.029 ‐6842.674 ‐2992.813 6860.993 7485.329 145090.281 ‐8993.187 ‐91.397 145368.700 9 21 ‐230.422 ‐3928.141 ‐2183.295 3934.893 4500.018 79028.539 ‐1067.675 ‐19.775 79035.750 9 22 ‐1848.899 ‐6937.003 ‐2706.978 7179.167 7672.559 146547.344 ‐27683.209 ‐239.742 149139.100 9 23 ‐2719.356 ‐7350.695 ‐2869.384 7837.577 8346.315 160501.609 ‐43650.441 ‐367.505 166331.400 9 24 ‐1733.840 ‐4369.355 ‐2411.786 4700.794 5283.387 100771.664 ‐27220.381 ‐228.675 104383.300 9 25 23.607 ‐363.947 ‐1709.851 364.712 1748.315 15824.252 1615.575 11.570 15906.510 9 26 ‐290.451 ‐4276.168 ‐2741.863 4286.021 5088.004 99413.461 ‐6429.232 ‐63.591 99621.140 9 27 1286.296 ‐1762.764 ‐3336.521 2182.176 3986.761 43603.387 15376.078 117.729 46235.040 9 28 1282.202 ‐2733.552 ‐3345.884 3019.329 4506.804 55714.066 15338.235 113.678 57786.840 9 29 ‐1476.247 ‐1766.123 ‐3322.612 2301.847 4042.060 43953.895 ‐14599.321 ‐122.304 46315.060 9 30 ‐1479.818 ‐2736.900 ‐3331.924 3111.347 4558.750 56064.160 ‐14625.671 ‐126.264 57940.490 9 31 322.577 ‐632.915 ‐3320.741 710.378 3395.874 29613.156 4888.090 38.114 30013.870 9 32 309.546 ‐3865.360 ‐3351.868 3877.735 5125.607 69937.875 4775.335 24.729 70100.720 9 33 ‐507.281 ‐633.988 ‐3316.593 811.957 3414.537 29719.867 ‐4118.535 ‐34.007 30003.880 9 34 ‐519.789 ‐3866.421 ‐3347.669 3901.204 5140.650 70044.172 ‐4219.820 ‐47.301 70171.170 9 35 1286.827 ‐1211.781 ‐1564.791 1767.579 2360.701 31266.322 14762.150 114.673 34576.060

9 36 1282.692 ‐2182.621 ‐1573.667 2531.626 2980.866 43373.164 14722.974 110.610 45803.900 9 37 ‐1396.908 ‐1223.937 ‐1550.045 1857.249 2419.093 31886.514 ‐13458.574 ‐111.520 34610.450 9 38 ‐1400.335 ‐2194.782 ‐1558.844 2603.461 3034.469 43993.355 ‐13482.222 ‐115.459 46012.880 9 39 350.757 ‐87.844 ‐1549.830 361.590 1591.452 17438.895 4893.476 39.936 18112.460 9 40 337.823 ‐3320.529 ‐1579.325 3337.669 3692.466 57752.426 4781.379 26.554 57950.020 9 41 ‐455.631 ‐91.599 ‐1545.449 464.748 1613.817 17627.410 ‐3590.510 ‐28.064 17989.370 9 42 ‐467.871 ‐3324.266 ‐1574.866 3357.030 3708.079 57940.406 ‐3687.372 ‐41.325 58057.620

4 1 ‐138.106 2314.734 ‐2826.105 2318.851 3655.672 ‐46493.633 ‐215.093 3.730 46494.130 4 2 ‐1480.740 19799.250 ‐9991.432 19854.540 22226.820 ‐397698.781 ‐6152.746 55.766 397746.400 4 3 ‐625.187 8937.556 ‐4500.376 8959.396 10026.170 ‐178719.156 ‐8668.279 66.153 178929.300 4 4 ‐600.567 5842.919 ‐3876.783 5873.703 7037.743 ‐121128.797 ‐9482.689 68.984 121499.400 4 5 18.366 1464.363 ‐2729.175 1464.478 3097.271 ‐35844.238 2562.686 ‐16.325 35935.730 4 6 ‐1915.349 5897.763 ‐3501.143 6200.981 7121.107 ‐121550.781 ‐26728.471 185.882 124454.800 4 7 ‐2995.494 9015.919 ‐3995.466 9500.515 10306.480 ‐178914.719 ‐43255.012 300.563 184069.200 4 8 ‐2107.181 8446.979 ‐3824.164 8705.841 9508.727 ‐163679.984 ‐28384.578 199.504 166122.900 4 9 ‐335.999 4986.784 ‐3228.748 4998.091 5950.271 ‐93719.641 ‐1461.362 14.058 93731.040 4 10 ‐868.297 8402.583 ‐4142.273 8447.327 9408.281 ‐163397.844 ‐12648.301 92.790 163886.700 4 11 ‐1510.393 20395.238 ‐9455.803 20451.090 22531.290 ‐409066.656 ‐11008.222 89.574 409214.800 4 12 ‐1491.927 18074.260 ‐8988.108 18135.730 20240.820 ‐365873.875 ‐11619.029 91.697 366058.300 4 13 ‐1027.728 14790.343 ‐8127.402 14826.010 16907.550 ‐301910.469 ‐2584.999 27.715 301921.500 4 14 ‐2478.014 18115.393 ‐8706.378 18284.090 20251.150 ‐366190.375 ‐24553.365 179.370 367012.600 4 15 ‐3288.123 20454.010 ‐9077.120 20716.620 22617.970 ‐409213.313 ‐36948.270 265.382 410878.000 4 16 ‐2621.888 20027.305 ‐8948.644 20198.200 22091.750 ‐397787.250 ‐25795.445 189.587 398622.800 4 17 ‐1293.501 17432.158 ‐8502.082 17480.080 19438.070 ‐345317.000 ‐5603.034 50.503 345362.500 4 18 ‐1692.725 19994.008 ‐9187.226 20065.540 22068.770 ‐397575.656 ‐13993.238 109.551 397821.800 4 19 ‐569.945 8011.662 ‐3369.935 8031.909 8710.226 ‐160121.719 ‐8582.241 64.660 160351.500 4 20 ‐545.325 4917.025 ‐2746.341 4947.173 5658.349 ‐102531.344 ‐9396.651 67.492 102961.000 4 21 73.608 538.470 ‐1598.733 543.478 1688.583 ‐17246.787 2648.723 ‐17.817 17448.990 4 22 ‐1860.107 4971.869 ‐2370.701 5308.435 5813.751 ‐102953.328 ‐26642.434 184.389 106344.800 4 23 ‐2940.252 8090.025 ‐2865.024 8607.764 9072.042 ‐160317.281 ‐43168.973 299.071 166027.700 4 24 ‐2051.938 7521.085 ‐2693.722 7795.972 8248.230 ‐145082.531 ‐28298.541 198.011 147816.600 4 25 ‐280.756 4060.891 ‐2098.306 4070.584 4579.579 ‐75122.188 ‐1375.325 12.566 75134.770 4 26 ‐813.055 7476.689 ‐3011.831 7520.767 8101.423 ‐144800.391 ‐12562.263 91.298 145344.300 4 27 1114.391 2879.723 ‐3147.368 3087.826 4409.149 ‐53874.512 12290.459 ‐80.776 55258.650 4 28 1120.351 1983.752 ‐3137.376 2278.258 3877.317 ‐43584.973 12353.687 ‐83.257 45301.910 4 29 ‐1412.088 2869.619 ‐3130.755 3198.235 4475.526 ‐53930.727 ‐12843.924 91.341 55439.060 4 30 ‐1406.431 1973.644 ‐3120.787 2423.494 3951.282 ‐43641.289 ‐12786.844 88.902 45475.990 4 31 222.221 3920.336 ‐3153.311 3926.629 5036.048 ‐65888.117 3396.934 ‐17.489 65975.630 4 32 241.707 937.000 ‐3120.062 967.673 3266.677 ‐31627.074 3600.167 ‐25.701 31831.320 4 33 ‐536.480 3917.355 ‐3148.324 3953.920 5054.249 ‐65905.977 ‐4150.199 34.192 66036.520 4 34 ‐517.298 934.016 ‐3115.099 1067.700 3292.997 ‐31645.039 ‐3953.118 26.022 31891.000 4 35 1131.001 2268.456 ‐1495.661 2534.770 2943.138 ‐41489.895 11940.791 ‐79.016 43174.000 4 36 1136.886 1372.163 ‐1486.103 1781.948 2320.311 ‐31197.146 12002.666 ‐81.489 33426.430 4 37 ‐1321.183 2263.557 ‐1477.548 2620.918 3008.714 ‐41722.863 ‐11695.629 82.964 43331.110 4 38 ‐1315.587 1367.262 ‐1468.029 1897.413 2399.017 ‐31430.391 ‐11639.625 80.531 33516.420 4 39 264.972 3313.869 ‐1501.060 3324.445 3647.618 ‐53621.422 3576.945 ‐19.310 53740.590 4 40 284.210 329.498 ‐1469.264 435.137 1532.344 ‐19350.547 3775.739 ‐27.496 19715.470 4 41 ‐471.567 3312.440 ‐1495.622 3345.838 3664.903 ‐53692.000 ‐3523.312 29.348 53807.480 4 42 ‐452.618 328.068 ‐1463.864 559.010 1566.968 ‐19421.422 ‐3330.380 21.202 19704.900

10 1 ‐91.911 2148.039 ‐3003.577 2150.004 3693.778 ‐47557.781 366.185 4.011 47559.190 10 2 ‐1035.833 17825.895 ‐9683.249 17855.960 20312.580 ‐394505.000 ‐1302.651 61.344 394507.200 10 3 ‐255.433 8071.857 ‐4523.550 8075.898 9256.492 ‐177846.484 ‐4011.404 55.917 177891.700 10 4 ‐328.312 5134.569 ‐3943.298 5145.055 6482.375 ‐118417.719 ‐6307.913 65.487 118585.600 10 5 ‐13.541 1223.055 ‐2911.208 1223.130 3157.717 ‐34844.633 1753.492 ‐9.892 34888.730 10 6 ‐1770.617 5228.540 ‐3613.208 5520.209 6597.574 ‐119794.117 ‐27074.248 230.282 122815.500 10 7 ‐2756.182 8209.913 ‐4070.810 8660.209 9569.258 ‐179524.766 ‐43505.340 369.120 184721.000 10 8 ‐1885.752 7796.251 ‐3908.409 8021.072 8922.626 ‐165571.141 ‐27538.678 241.362 167845.700 10 9 ‐266.865 4787.465 ‐3384.528 4794.897 5869.078 ‐98054.359 ‐913.994 21.307 98058.620 10 10 ‐536.802 7702.721 ‐4194.376 7721.403 8787.085 ‐164132.672 ‐8823.904 92.692 164369.700 10 11 ‐922.494 18349.295 ‐9153.311 18372.470 20526.340 ‐405484.719 ‐4168.633 85.940 405506.200 10 12 ‐977.153 16146.328 ‐8718.122 16175.870 18375.650 ‐360913.125 ‐5891.015 93.118 360961.200 10 13 ‐741.075 13212.693 ‐7944.054 13233.460 15434.780 ‐298233.313 155.039 36.584 298233.300 10 14 ‐2058.882 16216.807 ‐8470.554 16346.980 18411.250 ‐361945.438 ‐21465.766 216.714 362581.400 10 15 ‐2798.056 18452.836 ‐8813.755 18663.770 20640.220 ‐406743.438 ‐33789.082 320.843 408144.500 10 16 ‐2145.233 18142.590 ‐8691.954 18268.980 20231.300 ‐396278.188 ‐21814.090 225.024 396878.100 10 17 ‐931.068 15886.000 ‐8299.044 15913.260 17947.310 ‐345640.625 ‐1845.576 59.983 345645.600 10 18 ‐1133.521 18072.441 ‐8906.430 18107.960 20179.750 ‐395199.375 ‐7778.008 113.522 395275.900 10 19 ‐218.668 7212.642 ‐3322.119 7215.956 7943.959 ‐158823.375 ‐4157.878 54.313 158877.800 10 20 ‐291.547 4275.354 ‐2741.867 4285.283 5087.385 ‐99394.609 ‐6454.387 63.883 99603.950 10 21 23.224 363.840 ‐1709.777 364.580 1748.215 ‐15821.521 1607.018 ‐11.496 15902.930 10 22 ‐1733.852 4369.324 ‐2411.777 4700.770 5283.361 ‐100771.008 ‐27220.723 228.678 104382.800 10 23 ‐2719.418 7350.697 ‐2869.379 7837.601 8346.336 ‐160501.656 ‐43651.813 367.516 166331.800 10 24 ‐1848.988 6937.035 ‐2706.978 7179.221 7672.610 ‐146548.031 ‐27685.152 239.757 149140.200 10 25 ‐230.100 3928.250 ‐2183.097 3934.983 4500.001 ‐79031.250 ‐1060.468 19.702 79038.370 10 26 ‐500.038 6843.505 ‐2992.945 6861.749 7486.075 ‐145109.563 ‐8970.378 91.088 145386.600 10 27 1282.176 2733.551 ‐3345.882 3019.317 4506.795 ‐55714.039 15337.659 ‐113.673 57786.660 10 28 1286.271 1762.763 ‐3336.519 2182.161 3986.751 ‐43603.383 15375.517 ‐117.724 46234.850 10 29 ‐1479.846 2736.898 ‐3331.922 3111.359 4558.756 ‐56064.129 ‐14626.305 126.269 57940.620 10 30 ‐1476.275 1766.123 ‐3322.610 2301.864 4042.068 ‐43953.887 ‐14599.944 122.309 46315.250 10 31 309.519 3865.357 ‐3351.865 3877.730 5125.602 ‐69937.820 4774.721 ‐24.724 70100.620 10 32 322.552 632.916 ‐3320.739 710.368 3395.870 ‐29613.178 4887.524 ‐38.110 30013.800 10 33 ‐519.817 3866.418 ‐3347.667 3901.205 5140.649 ‐70044.117 ‐4220.450 47.306 70171.150

10 34 ‐507.307 633.989 ‐3316.591 811.974 3414.539 ‐29719.889 ‐4119.122 34.012 30003.980 10 35 1282.674 2182.621 ‐1573.666 2531.617 2980.857 ‐43373.168 14722.561 ‐110.607 45803.770 10 36 1286.807 1211.780 ‐1564.790 1767.564 2360.688 ‐31266.297 14761.702 ‐114.669 34575.850 10 37 ‐1400.357 2194.781 ‐1558.842 2603.472 3034.477 ‐43993.324 ‐13482.730 115.463 46013.000 10 38 ‐1396.930 1223.937 ‐1550.043 1857.266 2419.105 ‐31886.520 ‐13459.073 111.524 34610.640 10 39 337.801 3320.525 ‐1579.323 3337.664 3692.460 ‐57752.355 4780.893 ‐26.550 57949.910 10 40 350.738 87.847 ‐1549.829 361.572 1591.447 ‐17438.941 4893.048 ‐39.932 18112.390 10 41 ‐467.893 3324.263 ‐1574.864 3357.030 3708.079 ‐57940.336 ‐3687.875 41.329 58057.590 10 42 ‐455.652 91.601 ‐1545.448 464.768 1613.821 ‐17627.459 ‐3590.966 28.068 17989.510

1 1 1338.619 ‐937.965 ‐609.385 1634.527 1744.428 9384.222 13392.649 ‐0.001 16353.190 1 2 12407.332 ‐8225.920 ‐384.186 14886.490 14891.450 82256.836 124069.648 9.840 148860.500 1 3 7331.450 ‐4985.659 ‐88.849 8866.056 8866.501 49846.789 72200.211 1.628 87735.810 1 4 6363.283 ‐4470.262 ‐41.183 7776.542 7776.652 43914.336 62840.020 0.235 76663.790 1 5 2798.203 ‐2052.045 ‐321.512 3469.990 3484.853 19419.357 27980.605 0.312 34059.150 1 6 4391.716 ‐3288.408 378.151 5486.419 5499.436 32086.766 44667.547 ‐1.767 54997.730 1 7 4758.066 ‐3509.113 758.873 5912.112 5960.617 35060.688 48637.762 ‐2.136 59957.350 1 8 3137.527 ‐2187.000 246.672 3824.531 3832.478 22634.041 32133.375 ‐0.244 39304.630 1 9 1064.925 ‐556.767 ‐639.245 1201.688 1361.135 6672.741 10656.263 1.749 12573.040 1 10 5188.048 ‐3396.022 ‐324.312 6200.710 6209.186 34736.609 51100.258 2.351 61788.900 1 11 14134.777 ‐9439.701 ‐50.084 16997.060 16997.130 94385.609 140506.063 8.602 169264.900 1 12 13408.652 ‐9053.154 ‐14.334 16178.740 16178.740 89936.266 133485.922 7.557 160956.600 1 13 10734.843 ‐7239.491 ‐224.581 12947.860 12949.810 71565.031 107341.367 7.614 129010.600 1 14 11929.977 ‐8166.763 300.167 14457.540 14460.650 81065.594 119856.570 6.055 144697.000 1 15 12204.739 ‐8332.292 585.708 14777.780 14789.380 83296.031 122834.234 5.778 148413.200 1 16 10989.335 ‐7340.707 201.557 13215.580 13217.110 73976.047 110455.945 7.197 132939.700 1 17 9434.884 ‐6118.033 ‐462.881 11244.880 11254.400 62005.074 94348.109 8.692 112899.000 1 18 12527.227 ‐8247.474 ‐226.681 14998.410 15000.120 83052.969 124681.109 9.143 149810.500 1 19 6796.002 ‐4610.473 154.904 8212.314 8213.774 46093.102 66843.156 1.629 81194.710 1 20 5827.835 ‐4095.076 202.571 7122.732 7125.612 40160.648 57482.961 0.236 70122.520 1 21 2262.756 ‐1676.859 ‐77.758 2816.366 2817.440 15665.669 22623.547 0.313 27517.960 1 22 3856.269 ‐2913.222 621.905 4832.977 4872.826 28333.076 39310.488 ‐1.767 48456.960 1 23 4222.618 ‐3133.927 1002.627 5258.517 5353.248 31306.998 43280.703 ‐2.136 53416.730 1 24 2602.079 ‐1811.813 490.425 3170.723 3208.427 18880.352 26776.316 ‐0.244 32763.380 1 25 529.477 ‐181.581 ‐395.491 559.748 685.369 2919.053 5299.203 1.750 6049.994 1 26 4652.601 ‐3020.836 ‐80.558 5547.265 5547.850 30982.920 45743.199 2.351 55248.360 1 27 2039.936 ‐936.946 ‐679.908 2244.818 2345.524 10035.384 18206.549 5.913 20789.120 1 28 2071.212 ‐1254.194 ‐674.640 2421.348 2513.576 11886.275 18519.188 2.383 22005.540 1 29 738.266 ‐713.080 ‐723.925 1026.411 1256.021 7797.336 9590.948 ‐2.358 12360.610 1 30 769.295 ‐1030.270 ‐718.705 1285.796 1473.027 9647.677 9901.133 ‐5.890 13824.260 1 31 1549.181 ‐489.666 ‐701.238 1624.725 1769.595 7102.246 14838.820 7.134 16450.910 1 32 1653.047 ‐1545.952 ‐683.747 2263.301 2364.327 13264.620 15877.097 ‐4.622 20688.940 1 33 1158.396 ‐422.489 ‐714.430 1233.036 1425.057 6430.656 12252.721 4.651 13837.720 1 34 1262.015 ‐1478.718 ‐696.988 1944.039 2065.207 12592.480 13288.545 ‐7.107 18307.270 1 35 1695.355 ‐699.118 ‐195.981 1833.846 1844.289 7652.470 14753.946 5.837 16620.450 1 36 1726.273 ‐1016.286 ‐190.564…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .