steel box gireder bridge (7-span) superstructuredetailed design study on bago river bridge...
TRANSCRIPT
SUPERSTRUCTURE
Final Report
Design & Calculation Report of 7-Span Continuous Steel Box Girder with Steel Deck
Contents
2-1 Input data for Analysis of Main Girder
2-2 Analysis Result of Main Girder
2-3 Member Force
3-1 Calculation of Section G1
3-2 Calculation of Section G2
3-3 Splice Calculation of Main Girder
3-4 Summary of Splice calculation of Main Girder
4-1 Calculation of Cross Girder
4-2 Calculation of Diaphragm at support
4-3 Calculation of Longitudinal Ribs and Transverse Ribs
4-4 Calculation of Horizontal Stiffener at Web
5-1 to 5-8 Analysis and Calculation of Steel Deck
5-1 Analysis of Steel Deck
5-2 Calculation of Longitudinal Rib
5-3 Calculation of Cross Rib
5-4 Calculation of Bracket Section
5-5 Calculation of Longitudinal Side Beam
5-6 Combination Stress Check of Longitudinal Rib
5-7 Biaxial Stress Check of Cross Beam
5-8 Splice Calculation of Cross Beam
6-1 Check of Temperature Stress
Detailed Design Study on Bago River Bridge Construction Project Final Report
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4.1.1 Detailed Design for Superstructure of the Steel Box Girder Bridge (7-Span Bridge)
4.1.1.1 Design Condition
1.2 + 110.8 + [email protected] + 103.1 + 0.9 = 776.0 m (Bridge Length)
Italicized figures of 1.2 and 0.9 above show the combined length of the clearance and marginal length from the end girder to the bearing position. There has been a slight change for it is longer than the value on the B/D because of the displacement in consideration of the seismic behavior and temperature elongation.
The width composition is same as the B/D.
Normal Width 0.6 + 9.0 + 1.5 + 9.0 + 0.6 = 20.7 m
Widened Width 0.6 + 9.0 + 3.7 + 9.0 + 0.6 = 22.9 m
Italicized figures of 0.6, 1.5, and 3.7 above show the side barrier (coping) and median barrier (coping) width.
Source: JICA Study Team
Figure 0.1 General View
100775700
775700
800
100
1000
200
776000
28 33
27 79
CROSS SECTION OF STEEL BOX GIRDER AT END SUPPORT CROSS SECTION OF STEEL BOX GIRDER At MID SPAN
3123
1300
20700
Asphalt pavement 80 mm
i=2.0% i=2.0%
A - A B - B
Detailed Design Study on Bago River Bridge Construction Project Final Report
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(2) Live Load
AASHTO load was adopted on the design of the 6-lane carriageways that is different from the actual 4-lane carriageways, and loading lanes were taken in the severest condition.
There are three kinds of loading, 1-Truck load, Tandem load, and Uniform Lane load, which are shown in the figure below.
Source: AASHTO specification
Figure 0.2 AASHTO Loading
Detailed Design Study on Bago River Bridge Construction Project Final Report
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(3) Dead Load
The following items were considered:
- Pavement of asphalt 80 mm thick asphalt laid at whole carriageway
- Coping as wheel guard 330 mm deep concrete casted from steel deck plate
- Railing at side barrier Steel railing weight is assumed.
- Railing at median strip Dual steel railing weight is assumed
- Miscellaneous weight Provisional weight as future overlay load
- Steel weight Assumed in accordance with the girder weight based on B/D
(These weights will be reviewed during the step by step design)
Unit weight of each item is calculated in accordance with its unit volume weight as shown on JSHB.
3-LANES Tandem Load
3-LANES Uniform Load
6-LANES Truck Load
6-LANES Tandem Load
6-LANES Uniform Load
HS20_TWIN(1-LANE(case1)) Truck Load
HS20_TWIN(1-LANE(case1)) Tandem Load
HS20_TWIN(1-LANE(case1)) Uniform Load
HS20_TWIN(1-LANE(case2)) Truck Load
HS20_TWIN(1-LANE(case2)) Tandem Load
HS20_TWIN(1-LANE(case2)) Uniform Load
3-LANES Truck Load
Detailed Design Study on Bago River Bridge Construction Project Final Report
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(4) Supporting Condition
- This bridge is supported by eight piers at the longitudinal road direction.
- Every girder has been assumed to be supported on elastic bearing that was rotatable and only longitudinally movable during the B/D.
- However, the end bearing capacity against rotation distortion due to live load was reviewed, and then it was decided that multi-fixed bearing system will be suitable in case that the substructure is built on soft foundation.
- Elasticity coefficient including flexibility of substructure on soft soil has been reviewed eventually at the design stage of substructure and bearing.
Source: JICA Study Team
P20P19P18P17P16P15P14P13
100775700
E EF F
Detailed Design Study on Bago River Bridge Construction Project Final Report
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(1) Software for Analysis
- Superstructure was analyzed using the common software named ‘APPOLO’, which is for Grid Frame Analysis.
- This software consists of 5-steps bridge designing.
1st: Calculating the alignment and coordinates of each line and grid point
2nd: Analysis of grid frame that is for the purpose of determining design forces of each member.
3rd: Calculating section properties of each member in accordance with JSHB.
4th: Automatically drawing in accordance with determined member section composition.
5th: Quantities calculation
Source: Catalogue prepared by the software company
Figure 0.6 Analysis Flow of the Software
4.1.1.3 Results of the Analysis and the Determined Section Composition
(1) Reaction
Analyzed reaction was reflected into the design of the substructure and the bearing support.
Detailed Design Study on Bago River Bridge Construction Project Final Report
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Source: JICA Study Team
Reaction Table (unit:Kn) P13 P14 P15 P16 P17 P18 P19 P20
Pavement 362.1 1,053.7 890.2 953.0 941.5 914.6 1,009.7 337.0 Side Railing 19.4 52.5 46.3 48.4 47.9 47.0 50.8 18.8 Side Coping 192.3 519.3 458.4 479.0 474.8 465.4 502.6 185.9 Steel Girder 1,228.9 3,625.2 3,039.0 3,267.4 3,226.5 3,128.9 3,467.6 1,135.8
Median coping 116.1 275.9 192.3 223.0 217.0 208.4 237.6 66.7 Overlay 167.5 478.6 402.5 431.4 426.0 414.0 456.7 152.9
Median Railing 6.2 20.3 16.1 17.9 17.6 16.8 19.2 5.4 Total Dead Weight 2,092.5 6,025.6 5,044.7 5,420.0 5,351.3 5,195.2 5,744.3 1,902.5
Live load with impact (Max)
1,030.3 2,043.6 1,963.6 2,021.3 2,008.9 1,980.2 1,992.3 1,009.9
Live load with impact (Min)
-338.0 -370.9 -481.5 -466.2 -466.3 -469.4 -367.7 -320.9
Total Rection(Max) 3,122.8 8,069.2 7,008.3 7,441.3 7,360.2 7,175.3 7,736.6 2,912.4 Total Rection(Min) 1,754.6 5,654.7 4,563.3 4,953.8 4,884.9 4,725.8 5,376.6 1,581.6
Pavement 334.6 1,007.9 851.4 882.8 876.7 855.9 966.7 299.6 Side Railing 1.7 9.9 6.4 7.1 7.1 6.5 9.0 0.5 Side Coping 16.3 98.0 63.2 70.8 69.8 64.8 89.2 4.8 Steel Girder 1,329.3 3,946.6 3,357.4 3,475.0 3,451.7 3,373.9 3,791.3 1,202.6
Median coping 330.7 548.0 446.0 468.0 462.5 454.7 502.0 171.6 Overlay 160.2 447.9 375.2 389.9 387.0 377.8 427.1 131.8
Median Railing 14.9 42.0 36.6 37.7 37.4 36.7 40.6 13.9 Total Dead Weight 2,187.6 6,100.3 5,136.1 5,331.3 5,292.2 5,170.3 5,825.9 1,824.8
Live load with impact (Max)
989.8 1,872.8 1,804.5 1,802.3 1,799.4 1,779.1 1,826.3 909.5
Live load with impact (Min)
-196.2 -201.6 -319.4 -290.5 -295.9 -299.9 -199.8 -184.3
Total Rection(Max) 3,177.4 7,973.1 6,940.6 7,133.6 7,091.6 6,949.5 7,652.3 2,734.3 Total Rection(Min) 1,991.4 5,898.7 4,816.7 5,040.7 4,996.4 4,870.5 5,626.2 1,640.5
Whole Dead Load 8,560.2 24,251.7 20,361.7 21,502.5 21,287.0 20,731.0 23,140.3 7,454.6 Whole Live Load with Impact 4,040.1 7,832.8 7,536.1 7,647.2 7,616.6 7,518.6 7,637.3 3,838.8 Σ Total 12,600.3 32,084.5 27,897.8 29,149.7 28,903.6 28,249.5 30,777.6 11,293.4 Whole Dead Load 8,560.2 24,251.7 20,361.7 21,502.5 21,287.0 20,731.0 23,140.3 7,454.6 Whole Live Load without Impact 3,593.2 6,971.8 6,707.7 6,806.6 6,779.3 6,692.1 6,797.7 3,395.6 Σ Total 12,153.3 31,223.5 27,069.4 28,309.1 28,066.4 27,423.1 29,938.1 10,850.2 Whole Dead Load 8,560.2 7,454.6
3,332.8 3,115.3
Whole Live Load without Impact and Truck
Detailed Design Study on Bago River Bridge Construction Project Final Report
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(2) Member Force and Section Composition Diagram
The section dimensions and grade of material are determined so that the following criteria are satisfied:
- Each section is designed so that the stress based on bending moment and shearing force shall be within the allowable stress of the adopted material grade.
- The JSHB requires that the deflection due to live load shall be less than 1/500 of span length.
- All block joints are fastened by high strength bolts. Therefore, axial tensile stress at tensile part shall take account of the decreased section area because of the bolt holes. In case that tensile stress would be more than the allowable stress, the thickness of the section should be increased.
- Steel deck plate is stiffened by u-shaped trough ribs, so that torsional stiffness is increased for wheel load.
- Compression stress part of lower flange is stiffened by plate ribs in accordance with thickness of flange. These ribs shall be fastened by high strength bolts at block joint as stress member.
- Web plate is stiffened by horizontal stiffeners at 2-level position, so as decreasing web thickness. These stiffeners only act as stiffeners but not as stress member.
- Required section properties are calculated as follows:
Source: JICA Study Team
Figure 0.7 Typical Calculation Sample of the Section
- The thickness and the material grade of all sections have been determined and calculated in accordance with the bending moment.
- The following diagrams show part of the section composition of G1 and G2 girders as example.
Detailed Design Study on Bago River Bridge Construction Project Final Report
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Figure 0.8 Typical Section Composition, G1 (P13-P14)
J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12
Panel length
11 22 33 44 55 66 77 88 99 1010 1111 12
Span length
Field joint
Length of the section 9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750 10000
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750 10000
27 22
Section
28 06
J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12
11 22 33 44 55 66 77 88 99 1010 1111 1212
0
-25000
-50000
-75000
-100000
25000
50000
75000
1
11 12
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750
G-2 Lower flange
10000.1 5@10000=50000 8000
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750
STRESS DIAGRAM OF MAIN GIRDER G2 (P13-P20) (1)
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4.1.1.4 Analysis of Steel Deck
(1) Design Method of Steel Deck
- The steel deck will be analyzed as equivalent multi-grid frame.
- The model of the grid frame consists of webs, cross girder, crossbeams, and longitudinal stiffeners.
Source: JICA Study Team
(2) Stress Evaluation of Steel Deck
- Longitudinal ribs or cross ribs have combined stresses of primary stress as a deck member of the whole main girder and secondary stress as a member of the deck frame.
- The stress of longitudinal rib is of the same direction as the main girder stress. Therefore, this stress shall be combined with the stress of the main girder and shall be within the allowable stress as shown below.
σ1Primary stress as a member of the main girder
σ2 Secondary stress as a member of the deck frame
α Safety factor (1.4 as specified by the JSHB)
σa Allowable stress of the material deck plate
σ1+σ2 < σaα
2747
11(4)
2801
11(4)
3
220
19(4)
26(4)
-167
210
43
Detailed Design Study on Bago River Bridge Construction Project Final Report
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- If σ2 is smaller than o.4*σa, then the formula above will always be satisfied.
- The stress of the cross rib is in the right angle direction of the stress of the main girder, so the biaxial stress shall be checked.
Biaxial calculation formula:
K = ( σx / σa )2 - ( σx / σa ) * ( σy / σa ) + ( σy / σa )2 + ( τ / τa )2 1.2
σx : Normal stress of the main girder (N/mm2) τx : Shear stress of the main girder (N/mm2)
σy : Normal stress of the crossbeam (N/mm2) τy : Shear stress of the crossbeam (N/mm2)
σa : Allowable tensile stress of the main girder (N/mm2)
τa : Allowable shear stress of the main girder or crossbeam (N/mm2)
Where, by checking location:
Web point ( τ / τa ) = Max( (τx/τxa), (τy/Max(τxa,τya)) )
(3) Analysis Model of Deck Frame
- Wheel load shall act on the longitudinal stiffener or crossbeam so that the maximum bending moment will occur.
- Vertical ribs are considered as one bar members without any cross sectional deformation. Therefore, the torsional rigidity (using only the simple torsional resistance) is not reduced; it is 100% valid and is calculated by the following formula:
Torsional rigidity = 4*A2 / {(u/tR) + (a/tP)}
A : Cross sectional area surrounded by the U-shaped steel
u : Expanded width of the U-shaped steel
a : Upper width of the U-shaped steel
tR: Thickness of the U-shaped steel
tP: Thickness of the deck plate
- The virtual distribution girder that performs the load distribution between the longitudinal ribs gives the bending rigidity equivalent to the rigid structure consisting of the deck plate and the longitudinal rib peripheral wall in consideration of the sectional deformation of the longitudinal rib. Since this rigid structure continues in the direction of the bridge axis, the equivalent cross sectional secondary moment per unit length is obtained first, and in the Lattice Model, one distribution girder is provided at the lateral rib intervals to provide bending rigidity.
Source: Analysis manual prepared by the software company
Figure 0.11 Concept of Equivalent Virtual Beam of Steel Deck
Detailed Design Study on Bago River Bridge Construction Project Final Report
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- There are five deck models, i.e.: side deck, top deck of G1, top deck of G2, median deck, and center deck, that are to be considered.
- The top deck of G2 is shown in the following figure.
Source: JICA Study Team
- Dead load to be considered
Pavement (road section) 1.80 kN/m2
Steel weight 2.00 kN/m2
- Section profile of member
Longitudinal rib Sec- 2 U.RIB 320 * 240 * 8
Lateral rib Sec- 2 WEB PL 800 * 9 FLG PL 200 * 10
Diaphragm WEB PL 2100 * 10 FLG PL 220 * 10
- Wheel load shall act on the longitudinal stiffener or crossbeam so the maximum bending moment will occur.
- Distance of the wheel is 1.8 m, and contact area of each wheel is 510 mm wide and 250 mm long.
Source: AASHTO specification
Figure 0.13 Wheel Load to be Considered on Steel Deck
- Impact coefficient is based on the following formula which is based on JSHB:
Detailed Design Study on Bago River Bridge Construction Project Final Report
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Longitudinal rib i = 0.4
Lateral rib & bracket i = 20/(50+L) L: Span length of lateral rib and bracket (m)
(4) Diagram of Bending Moment
- The maximum/minimum bending moment of the longitudinal rib was calculated based on influence line and area.
- The critical moment occurred at the mid span.
Source: JICA Study Team
Figure 0.14 Bending Moment Diagram
Detailed Design Study on Bago River Bridge Construction Project Final Report
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Source: JICA Study Team
Table 0.3 Table of the Deflection due to Live Load
Source: JICA Study Team
Bago
TITLE:
Bago
STRUCTURE:
NODE DATA [ STRUCTURE-NODE(NODE) ]
(m) (m) (m) DX DY DZ RX RY RZ
1001 1 1.20000 8.27700 0.00000 1 1 0 0 0 1
1002 1 12.00000 8.10240 0.00000 1 1 0 0 0 1
1003 1 22.00000 7.85107 0.00000 1 1 0 0 0 1
1004 1 32.00000 7.59975 0.00000 1 1 0 0 0 1
1005 1 42.00000 7.34842 0.00000 1 1 0 0 0 1
1006 1 52.00000 7.17744 0.00000 1 1 0 0 0 1
1007 1 62.00000 7.17700 0.00000 1 1 0 0 0 1
1008 1 72.00000 7.17700 0.00000 1 1 0 0 0 1
1009 1 82.00000 7.17700 0.00000 1 1 0 0 0 1
1010 1 92.00000 7.17700 0.00000 1 1 0 0 0 1
1011 1 102.00000 7.17700 0.00000 1 1 0 0 0 1
1012 1 112.00000 7.17700 0.00000 1 1 0 0 0 1
1013 1 120.00000 7.17700 0.00000 1 1 0 0 0 1
1014 1 128.00000 7.17700 0.00000 1 1 0 0 0 1
1015 1 138.00000 7.17700 0.00000 1 1 0 0 0 1
1016 1 148.00000 7.17700 0.00000 1 1 0 0 0 1
1017 1 158.00000 7.17700 0.00000 1 1 0 0 0 1
1018 1 168.00000 7.17700 0.00000 1 1 0 0 0 1
1019 1 178.00000 7.17700 0.00000 1 1 0 0 0 1
1020 1 188.00000 7.17700 0.00000 1 1 0 0 0 1
1021 1 198.00000 7.17700 0.00000 1 1 0 0 0 1
1022 1 208.00000 7.17700 0.00000 1 1 0 0 0 1
1023 1 216.00000 7.17700 0.00000 1 1 0 0 0 1
1024 1 224.00000 7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
1025 1 232.00000 7.17700 0.00000 1 1 0 0 0 1
1026 1 240.00000 7.17700 0.00000 1 1 0 0 0 1
1027 1 250.00000 7.17700 0.00000 1 1 0 0 0 1
1028 1 260.00000 7.17700 0.00000 1 1 0 0 0 1
1029 1 270.00000 7.17700 0.00000 1 1 0 0 0 1
1030 1 280.00000 7.17700 0.00000 1 1 0 0 0 1
1031 1 290.00000 7.17700 0.00000 1 1 0 0 0 1
1032 1 300.00000 7.17700 0.00000 1 1 0 0 0 1
1033 1 310.00000 7.17700 0.00000 1 1 0 0 0 1
1034 1 320.00000 7.17700 0.00000 1 1 0 0 0 1
1035 1 328.00000 7.17700 0.00000 1 1 0 0 0 1
1036 1 336.00000 7.17700 0.00000 1 1 0 0 0 1
1037 1 344.00000 7.17700 0.00000 1 1 0 0 0 1
1038 1 352.00000 7.17700 0.00000 1 1 0 0 0 1
1039 1 362.00000 7.17700 0.00000 1 1 0 0 0 1
1040 1 372.00000 7.17700 0.00000 1 1 0 0 0 1
1041 1 382.00000 7.17700 0.00000 1 1 0 0 0 1
1042 1 392.00000 7.17700 0.00000 1 1 0 0 0 1
1043 1 402.00000 7.17700 0.00000 1 1 0 0 0 1
1044 1 412.00000 7.17700 0.00000 1 1 0 0 0 1
1045 1 422.00000 7.17700 0.00000 1 1 0 0 0 1
1046 1 432.00000 7.17700 0.00000 1 1 0 0 0 1
1047 1 440.00000 7.17700 0.00000 1 1 0 0 0 1
1048 1 448.00000 7.17700 0.00000 1 1 0 0 0 1
1049 1 456.00000 7.17700 0.00000 1 1 0 0 0 1
1050 1 464.00000 7.17700 0.00000 1 1 0 0 0 1
1051 1 474.00000 7.17700 0.00000 1 1 0 0 0 1
1052 1 484.00000 7.17700 0.00000 1 1 0 0 0 1
1053 1 494.00000 7.17700 0.00000 1 1 0 0 0 1
1054 1 504.00000 7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
1055 1 514.00000 7.17700 0.00000 1 1 0 0 0 1
1056 1 524.00000 7.17700 0.00000 1 1 0 0 0 1
1057 1 534.00000 7.17700 0.00000 1 1 0 0 0 1
1058 1 544.00000 7.17700 0.00000 1 1 0 0 0 1
1059 1 552.00000 7.17700 0.00000 1 1 0 0 0 1
1060 1 560.00000 7.17700 0.00000 1 1 0 0 0 1
1061 1 568.00000 7.17700 0.00000 1 1 0 0 0 1
1062 1 576.00000 7.17700 0.00000 1 1 0 0 0 1
1063 1 586.00000 7.17700 0.00000 1 1 0 0 0 1
1064 1 596.00000 7.17700 0.00000 1 1 0 0 0 1
1065 1 606.00000 7.17700 0.00000 1 1 0 0 0 1
1066 1 616.00000 7.17700 0.00000 1 1 0 0 0 1
1067 1 626.00000 7.17700 0.00000 1 1 0 0 0 1
1068 1 636.00000 7.17700 0.00000 1 1 0 0 0 1
1069 1 646.00000 7.17700 0.00000 1 1 0 0 0 1
1070 1 656.00000 7.17700 0.00000 1 1 0 0 0 1
1071 1 664.00000 7.17700 0.00000 1 1 0 0 0 1
1072 1 672.00000 7.17700 0.00000 1 1 0 0 0 1
1073 1 682.00000 7.17700 0.00000 1 1 0 0 0 1
1074 1 692.00000 7.17700 0.00000 1 1 0 0 0 1
1075 1 702.00000 7.17700 0.00000 1 1 0 0 0 1
1076 1 712.00000 7.17700 0.00000 1 1 0 0 0 1
1077 1 722.00000 7.17700 0.00000 1 1 0 0 0 1
1078 1 732.00000 7.17700 0.00000 1 1 0 0 0 1
1079 1 742.00000 7.17700 0.00000 1 1 0 0 0 1
1080 1 752.00000 7.17700 0.00000 1 1 0 0 0 1
1081 1 762.00000 7.17700 0.00000 1 1 0 0 0 1
1082 1 775.10000 7.17700 0.00000 1 1 0 0 0 1
2001 1 1.20000 4.10000 0.00000 1 1 0 0 0 1
2002 1 12.00000 3.92408 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2003 1 22.00000 3.67275 0.00000 1 1 0 0 0 1
2004 1 32.00000 3.42143 0.00000 1 1 0 0 0 1
2005 1 42.00000 3.17010 0.00000 1 1 0 0 0 1
2006 1 52.00000 3.00044 0.00000 1 1 0 0 0 1
2007 1 62.00000 3.00000 0.00000 1 1 0 0 0 1
2008 1 72.00000 3.00000 0.00000 1 1 0 0 0 1
2009 1 82.00000 3.00000 0.00000 1 1 0 0 0 1
2010 1 92.00000 3.00000 0.00000 1 1 0 0 0 1
2011 1 102.00000 3.00000 0.00000 1 1 0 0 0 1
2012 1 112.00000 3.00000 0.00000 1 1 0 0 0 1
2013 1 120.00000 3.00000 0.00000 1 1 0 0 0 1
2014 1 128.00000 3.00000 0.00000 1 1 0 0 0 1
2015 1 138.00000 3.00000 0.00000 1 1 0 0 0 1
2016 1 148.00000 3.00000 0.00000 1 1 0 0 0 1
2017 1 158.00000 3.00000 0.00000 1 1 0 0 0 1
2018 1 168.00000 3.00000 0.00000 1 1 0 0 0 1
2019 1 178.00000 3.00000 0.00000 1 1 0 0 0 1
2020 1 188.00000 3.00000 0.00000 1 1 0 0 0 1
2021 1 198.00000 3.00000 0.00000 1 1 0 0 0 1
2022 1 208.00000 3.00000 0.00000 1 1 0 0 0 1
2023 1 216.00000 3.00000 0.00000 1 1 0 0 0 1
2024 1 224.00000 3.00000 0.00000 1 1 0 0 0 1
2025 1 232.00000 3.00000 0.00000 1 1 0 0 0 1
2026 1 240.00000 3.00000 0.00000 1 1 0 0 0 1
2027 1 250.00000 3.00000 0.00000 1 1 0 0 0 1
2028 1 260.00000 3.00000 0.00000 1 1 0 0 0 1
2029 1 270.00000 3.00000 0.00000 1 1 0 0 0 1
2030 1 280.00000 3.00000 0.00000 1 1 0 0 0 1
2031 1 290.00000 3.00000 0.00000 1 1 0 0 0 1
2032 1 300.00000 3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2033 1 310.00000 3.00000 0.00000 1 1 0 0 0 1
2034 1 320.00000 3.00000 0.00000 1 1 0 0 0 1
2035 1 328.00000 3.00000 0.00000 1 1 0 0 0 1
2036 1 336.00000 3.00000 0.00000 1 1 0 0 0 1
2037 1 344.00000 3.00000 0.00000 1 1 0 0 0 1
2038 1 352.00000 3.00000 0.00000 1 1 0 0 0 1
2039 1 362.00000 3.00000 0.00000 1 1 0 0 0 1
2040 1 372.00000 3.00000 0.00000 1 1 0 0 0 1
2041 1 382.00000 3.00000 0.00000 1 1 0 0 0 1
2042 1 392.00000 3.00000 0.00000 1 1 0 0 0 1
2043 1 402.00000 3.00000 0.00000 1 1 0 0 0 1
2044 1 412.00000 3.00000 0.00000 1 1 0 0 0 1
2045 1 422.00000 3.00000 0.00000 1 1 0 0 0 1
2046 1 432.00000 3.00000 0.00000 1 1 0 0 0 1
2047 1 440.00000 3.00000 0.00000 1 1 0 0 0 1
2048 1 448.00000 3.00000 0.00000 1 1 0 0 0 1
2049 1 456.00000 3.00000 0.00000 1 1 0 0 0 1
2050 1 464.00000 3.00000 0.00000 1 1 0 0 0 1
2051 1 474.00000 3.00000 0.00000 1 1 0 0 0 1
2052 1 484.00000 3.00000 0.00000 1 1 0 0 0 1
2053 1 494.00000 3.00000 0.00000 1 1 0 0 0 1
2054 1 504.00000 3.00000 0.00000 1 1 0 0 0 1
2055 1 514.00000 3.00000 0.00000 1 1 0 0 0 1
2056 1 524.00000 3.00000 0.00000 1 1 0 0 0 1
2057 1 534.00000 3.00000 0.00000 1 1 0 0 0 1
2058 1 544.00000 3.00000 0.00000 1 1 0 0 0 1
2059 1 552.00000 3.00000 0.00000 1 1 0 0 0 1
2060 1 560.00000 3.00000 0.00000 1 1 0 0 0 1
2061 1 568.00000 3.00000 0.00000 1 1 0 0 0 1
2062 1 576.00000 3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2063 1 586.00000 3.00000 0.00000 1 1 0 0 0 1
2064 1 596.00000 3.00000 0.00000 1 1 0 0 0 1
2065 1 606.00000 3.00000 0.00000 1 1 0 0 0 1
2066 1 616.00000 3.00000 0.00000 1 1 0 0 0 1
2067 1 626.00000 3.00000 0.00000 1 1 0 0 0 1
2068 1 636.00000 3.00000 0.00000 1 1 0 0 0 1
2069 1 646.00000 3.00000 0.00000 1 1 0 0 0 1
2070 1 656.00000 3.00000 0.00000 1 1 0 0 0 1
2071 1 664.00000 3.00000 0.00000 1 1 0 0 0 1
2072 1 672.00000 3.00000 0.00000 1 1 0 0 0 1
2073 1 682.00000 3.00000 0.00000 1 1 0 0 0 1
2074 1 692.00000 3.00000 0.00000 1 1 0 0 0 1
2075 1 702.00000 3.00000 0.00000 1 1 0 0 0 1
2076 1 712.00000 3.00000 0.00000 1 1 0 0 0 1
2077 1 722.00000 3.00000 0.00000 1 1 0 0 0 1
2078 1 732.00000 3.00000 0.00000 1 1 0 0 0 1
2079 1 742.00000 3.00000 0.00000 1 1 0 0 0 1
2080 1 752.00000 3.00000 0.00000 1 1 0 0 0 1
2081 1 762.00000 3.00000 0.00000 1 1 0 0 0 1
2082 1 775.10000 3.00000 0.00000 1 1 0 0 0 1
3001 1 1.20000 -4.10000 0.00000 1 1 0 0 0 1
3002 1 12.00000 -3.92408 0.00000 1 1 0 0 0 1
3003 1 22.00000 -3.67275 0.00000 1 1 0 0 0 1
3004 1 32.00000 -3.42143 0.00000 1 1 0 0 0 1
3005 1 42.00000 -3.17010 0.00000 1 1 0 0 0 1
3006 1 52.00000 -3.00044 0.00000 1 1 0 0 0 1
3007 1 62.00000 -3.00000 0.00000 1 1 0 0 0 1
3008 1 72.00000 -3.00000 0.00000 1 1 0 0 0 1
3009 1 82.00000 -3.00000 0.00000 1 1 0 0 0 1
3010 1 92.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3011 1 102.00000 -3.00000 0.00000 1 1 0 0 0 1
3012 1 112.00000 -3.00000 0.00000 1 1 0 0 0 1
3013 1 120.00000 -3.00000 0.00000 1 1 0 0 0 1
3014 1 128.00000 -3.00000 0.00000 1 1 0 0 0 1
3015 1 138.00000 -3.00000 0.00000 1 1 0 0 0 1
3016 1 148.00000 -3.00000 0.00000 1 1 0 0 0 1
3017 1 158.00000 -3.00000 0.00000 1 1 0 0 0 1
3018 1 168.00000 -3.00000 0.00000 1 1 0 0 0 1
3019 1 178.00000 -3.00000 0.00000 1 1 0 0 0 1
3020 1 188.00000 -3.00000 0.00000 1 1 0 0 0 1
3021 1 198.00000 -3.00000 0.00000 1 1 0 0 0 1
3022 1 208.00000 -3.00000 0.00000 1 1 0 0 0 1
3023 1 216.00000 -3.00000 0.00000 1 1 0 0 0 1
3024 1 224.00000 -3.00000 0.00000 1 1 0 0 0 1
3025 1 232.00000 -3.00000 0.00000 1 1 0 0 0 1
3026 1 240.00000 -3.00000 0.00000 1 1 0 0 0 1
3027 1 250.00000 -3.00000 0.00000 1 1 0 0 0 1
3028 1 260.00000 -3.00000 0.00000 1 1 0 0 0 1
3029 1 270.00000 -3.00000 0.00000 1 1 0 0 0 1
3030 1 280.00000 -3.00000 0.00000 1 1 0 0 0 1
3031 1 290.00000 -3.00000 0.00000 1 1 0 0 0 1
3032 1 300.00000 -3.00000 0.00000 1 1 0 0 0 1
3033 1 310.00000 -3.00000 0.00000 1 1 0 0 0 1
3034 1 320.00000 -3.00000 0.00000 1 1 0 0 0 1
3035 1 328.00000 -3.00000 0.00000 1 1 0 0 0 1
3036 1 336.00000 -3.00000 0.00000 1 1 0 0 0 1
3037 1 344.00000 -3.00000 0.00000 1 1 0 0 0 1
3038 1 352.00000 -3.00000 0.00000 1 1 0 0 0 1
3039 1 362.00000 -3.00000 0.00000 1 1 0 0 0 1
3040 1 372.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3041 1 382.00000 -3.00000 0.00000 1 1 0 0 0 1
3042 1 392.00000 -3.00000 0.00000 1 1 0 0 0 1
3043 1 402.00000 -3.00000 0.00000 1 1 0 0 0 1
3044 1 412.00000 -3.00000 0.00000 1 1 0 0 0 1
3045 1 422.00000 -3.00000 0.00000 1 1 0 0 0 1
3046 1 432.00000 -3.00000 0.00000 1 1 0 0 0 1
3047 1 440.00000 -3.00000 0.00000 1 1 0 0 0 1
3048 1 448.00000 -3.00000 0.00000 1 1 0 0 0 1
3049 1 456.00000 -3.00000 0.00000 1 1 0 0 0 1
3050 1 464.00000 -3.00000 0.00000 1 1 0 0 0 1
3051 1 474.00000 -3.00000 0.00000 1 1 0 0 0 1
3052 1 484.00000 -3.00000 0.00000 1 1 0 0 0 1
3053 1 494.00000 -3.00000 0.00000 1 1 0 0 0 1
3054 1 504.00000 -3.00000 0.00000 1 1 0 0 0 1
3055 1 514.00000 -3.00000 0.00000 1 1 0 0 0 1
3056 1 524.00000 -3.00000 0.00000 1 1 0 0 0 1
3057 1 534.00000 -3.00000 0.00000 1 1 0 0 0 1
3058 1 544.00000 -3.00000 0.00000 1 1 0 0 0 1
3059 1 552.00000 -3.00000 0.00000 1 1 0 0 0 1
3060 1 560.00000 -3.00000 0.00000 1 1 0 0 0 1
3061 1 568.00000 -3.00000 0.00000 1 1 0 0 0 1
3062 1 576.00000 -3.00000 0.00000 1 1 0 0 0 1
3063 1 586.00000 -3.00000 0.00000 1 1 0 0 0 1
3064 1 596.00000 -3.00000 0.00000 1 1 0 0 0 1
3065 1 606.00000 -3.00000 0.00000 1 1 0 0 0 1
3066 1 616.00000 -3.00000 0.00000 1 1 0 0 0 1
3067 1 626.00000 -3.00000 0.00000 1 1 0 0 0 1
3068 1 636.00000 -3.00000 0.00000 1 1 0 0 0 1
3069 1 646.00000 -3.00000 0.00000 1 1 0 0 0 1
3070 1 656.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3071 1 664.00000 -3.00000 0.00000 1 1 0 0 0 1
3072 1 672.00000 -3.00000 0.00000 1 1 0 0 0 1
3073 1 682.00000 -3.00000 0.00000 1 1 0 0 0 1
3074 1 692.00000 -3.00000 0.00000 1 1 0 0 0 1
3075 1 702.00000 -3.00000 0.00000 1 1 0 0 0 1
3076 1 712.00000 -3.00000 0.00000 1 1 0 0 0 1
3077 1 722.00000 -3.00000 0.00000 1 1 0 0 0 1
3078 1 732.00000 -3.00000 0.00000 1 1 0 0 0 1
3079 1 742.00000 -3.00000 0.00000 1 1 0 0 0 1
3080 1 752.00000 -3.00000 0.00000 1 1 0 0 0 1
3081 1 762.00000 -3.00000 0.00000 1 1 0 0 0 1
3082 1 775.10000 -3.00000 0.00000 1 1 0 0 0 1
4001 1 1.20000 -8.27700 0.00000 1 1 0 0 0 1
4002 1 12.00000 -8.10240 0.00000 1 1 0 0 0 1
4003 1 22.00000 -7.85107 0.00000 1 1 0 0 0 1
4004 1 32.00000 -7.59975 0.00000 1 1 0 0 0 1
4005 1 42.00000 -7.34842 0.00000 1 1 0 0 0 1
4006 1 52.00000 -7.17744 0.00000 1 1 0 0 0 1
4007 1 62.00000 -7.17700 0.00000 1 1 0 0 0 1
4008 1 72.00000 -7.17700 0.00000 1 1 0 0 0 1
4009 1 82.00000 -7.17700 0.00000 1 1 0 0 0 1
4010 1 92.00000 -7.17700 0.00000 1 1 0 0 0 1
4011 1 102.00000 -7.17700 0.00000 1 1 0 0 0 1
4012 1 112.00000 -7.17700 0.00000 1 1 0 0 0 1
4013 1 120.00000 -7.17700 0.00000 1 1 0 0 0 1
4014 1 128.00000 -7.17700 0.00000 1 1 0 0 0 1
4015 1 138.00000 -7.17700 0.00000 1 1 0 0 0 1
4016 1 148.00000 -7.17700 0.00000 1 1 0 0 0 1
4017 1 158.00000 -7.17700 0.00000 1 1 0 0 0 1
4018 1 168.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4019 1 178.00000 -7.17700 0.00000 1 1 0 0 0 1
4020 1 188.00000 -7.17700 0.00000 1 1 0 0 0 1
4021 1 198.00000 -7.17700 0.00000 1 1 0 0 0 1
4022 1 208.00000 -7.17700 0.00000 1 1 0 0 0 1
4023 1 216.00000 -7.17700 0.00000 1 1 0 0 0 1
4024 1 224.00000 -7.17700 0.00000 1 1 0 0 0 1
4025 1 232.00000 -7.17700 0.00000 1 1 0 0 0 1
4026 1 240.00000 -7.17700 0.00000 1 1 0 0 0 1
4027 1 250.00000 -7.17700 0.00000 1 1 0 0 0 1
4028 1 260.00000 -7.17700 0.00000 1 1 0 0 0 1
4029 1 270.00000 -7.17700 0.00000 1 1 0 0 0 1
4030 1 280.00000 -7.17700 0.00000 1 1 0 0 0 1
4031 1 290.00000 -7.17700 0.00000 1 1 0 0 0 1
4032 1 300.00000 -7.17700 0.00000 1 1 0 0 0 1
4033 1 310.00000 -7.17700 0.00000 1 1 0 0 0 1
4034 1 320.00000 -7.17700 0.00000 1 1 0 0 0 1
4035 1 328.00000 -7.17700 0.00000 1 1 0 0 0 1
4036 1 336.00000 -7.17700 0.00000 1 1 0 0 0 1
4037 1 344.00000 -7.17700 0.00000 1 1 0 0 0 1
4038 1 352.00000 -7.17700 0.00000 1 1 0 0 0 1
4039 1 362.00000 -7.17700 0.00000 1 1 0 0 0 1
4040 1 372.00000 -7.17700 0.00000 1 1 0 0 0 1
4041 1 382.00000 -7.17700 0.00000 1 1 0 0 0 1
4042 1 392.00000 -7.17700 0.00000 1 1 0 0 0 1
4043 1 402.00000 -7.17700 0.00000 1 1 0 0 0 1
4044 1 412.00000 -7.17700 0.00000 1 1 0 0 0 1
4045 1 422.00000 -7.17700 0.00000 1 1 0 0 0 1
4046 1 432.00000 -7.17700 0.00000 1 1 0 0 0 1
4047 1 440.00000 -7.17700 0.00000 1 1 0 0 0 1
4048 1 448.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4049 1 456.00000 -7.17700 0.00000 1 1 0 0 0 1
4050 1 464.00000 -7.17700 0.00000 1 1 0 0 0 1
4051 1 474.00000 -7.17700 0.00000 1 1 0 0 0 1
4052 1 484.00000 -7.17700 0.00000 1 1 0 0 0 1
4053 1 494.00000 -7.17700 0.00000 1 1 0 0 0 1
4054 1 504.00000 -7.17700 0.00000 1 1 0 0 0 1
4055 1 514.00000 -7.17700 0.00000 1 1 0 0 0 1
4056 1 524.00000 -7.17700 0.00000 1 1 0 0 0 1
4057 1 534.00000 -7.17700 0.00000 1 1 0 0 0 1
4058 1 544.00000 -7.17700 0.00000 1 1 0 0 0 1
4059 1 552.00000 -7.17700 0.00000 1 1 0 0 0 1
4060 1 560.00000 -7.17700 0.00000 1 1 0 0 0 1
4061 1 568.00000 -7.17700 0.00000 1 1 0 0 0 1
4062 1 576.00000 -7.17700 0.00000 1 1 0 0 0 1
4063 1 586.00000 -7.17700 0.00000 1 1 0 0 0 1
4064 1 596.00000 -7.17700 0.00000 1 1 0 0 0 1
4065 1 606.00000 -7.17700 0.00000 1 1 0 0 0 1
4066 1 616.00000 -7.17700 0.00000 1 1 0 0 0 1
4067 1 626.00000 -7.17700 0.00000 1 1 0 0 0 1
4068 1 636.00000 -7.17700 0.00000 1 1 0 0 0 1
4069 1 646.00000 -7.17700 0.00000 1 1 0 0 0 1
4070 1 656.00000 -7.17700 0.00000 1 1 0 0 0 1
4071 1 664.00000 -7.17700 0.00000 1 1 0 0 0 1
4072 1 672.00000 -7.17700 0.00000 1 1 0 0 0 1
4073 1 682.00000 -7.17700 0.00000 1 1 0 0 0 1
4074 1 692.00000 -7.17700 0.00000 1 1 0 0 0 1
4075 1 702.00000 -7.17700 0.00000 1 1 0 0 0 1
4076 1 712.00000 -7.17700 0.00000 1 1 0 0 0 1
4077 1 722.00000 -7.17700 0.00000 1 1 0 0 0 1
4078 1 732.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4079 1 742.00000 -7.17700 0.00000 1 1 0 0 0 1
4080 1 752.00000 -7.17700 0.00000 1 1 0 0 0 1
4081 1 762.00000 -7.17700 0.00000 1 1 0 0 0 1
4082 1 775.10000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(kN/m2) (kN/m2)
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1001 0.000000 0.000000 0.000000 0.203191 0.000000 0.304843
1002 0.000000 0.000000 0.000000 0.213172 0.000000 0.392633
1003 0.000000 0.000000 0.000000 0.215549 0.000000 0.427086
1004 0.000000 0.000000 0.000000 0.216846 0.000000 0.448767
1005 0.000000 0.000000 0.000000 0.216540 0.000000 0.448653
1006 0.000000 0.000000 0.000000 0.216353 0.000000 0.445557
1007 0.000000 0.000000 0.000000 0.214607 0.000000 0.414581
1008 0.000000 0.000000 0.000000 0.207747 0.000000 0.343015
1009 0.000000 0.000000 0.000000 0.197760 0.000000 0.309099
1010 0.000000 0.000000 0.000000 0.209583 0.000000 0.365396
1011 0.000000 0.000000 0.000000 0.261510 0.000000 0.516357
1012 0.000000 0.000000 0.000000 0.262364 0.000000 0.528515
1013 0.000000 0.000000 0.000000 0.227744 0.000000 0.460011
1014 0.000000 0.000000 0.000000 0.203482 0.000000 0.340058
1015 0.000000 0.000000 0.000000 0.195354 0.000000 0.299378
1016 0.000000 0.000000 0.000000 0.196414 0.000000 0.292423
1017 0.000000 0.000000 0.000000 0.202546 0.000000 0.297354
1018 0.000000 0.000000 0.000000 0.201850 0.000000 0.314631
1019 0.000000 0.000000 0.000000 0.199098 0.000000 0.313616
1020 0.000000 0.000000 0.000000 0.198140 0.000000 0.309433
1021 0.000000 0.000000 0.000000 0.198140 0.000000 0.309195
1022 0.000000 0.000000 0.000000 0.210653 0.000000 0.361375
1023 0.000000 0.000000 0.000000 0.219593 0.000000 0.402954
1024 0.000000 0.000000 0.000000 0.219593 0.000000 0.402956
1025 0.000000 0.000000 0.000000 0.211155 0.000000 0.350705
1026 0.000000 0.000000 0.000000 0.196337 0.000000 0.268694
1027 0.000000 0.000000 0.000000 0.193741 0.000000 0.258614
1028 0.000000 0.000000 0.000000 0.201166 0.000000 0.292313
1029 0.000000 0.000000 0.000000 0.204559 0.000000 0.323355
1030 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1031 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1032 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1033 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1034 0.000000 0.000000 0.000000 0.216085 0.000000 0.389593
1035 0.000000 0.000000 0.000000 0.237686 0.000000 0.450148
1036 0.000000 0.000000 0.000000 0.238716 0.000000 0.445098
1037 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
1038 0.000000 0.000000 0.000000 0.198433 0.000000 0.279939
1039 0.000000 0.000000 0.000000 0.195854 0.000000 0.269881
1040 0.000000 0.000000 0.000000 0.204951 0.000000 0.324447
1041 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
1042 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
1043 0.000000 0.000000 0.000000 0.203723 0.000000 0.337790
1044 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1045 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1046 0.000000 0.000000 0.000000 0.214851 0.000000 0.376877
1047 0.000000 0.000000 0.000000 0.236451 0.000000 0.428380
1048 0.000000 0.000000 0.000000 0.238716 0.000000 0.435873
1049 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
1050 0.000000 0.000000 0.000000 0.199211 0.000000 0.296110
1051 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1052 0.000000 0.000000 0.000000 0.204204 0.000000 0.341504
1053 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
1054 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
1055 0.000000 0.000000 0.000000 0.204843 0.000000 0.344874
1056 0.000000 0.000000 0.000000 0.196797 0.000000 0.306860
1057 0.000000 0.000000 0.000000 0.199210 0.000000 0.296109
1058 0.000000 0.000000 0.000000 0.216142 0.000000 0.365212
1059 0.000000 0.000000 0.000000 0.225322 0.000000 0.417478
1060 0.000000 0.000000 0.000000 0.224169 0.000000 0.422681
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1061 0.000000 0.000000 0.000000 0.213732 0.000000 0.376550
1062 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1063 0.000000 0.000000 0.000000 0.193176 0.000000 0.292110
1064 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1065 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1066 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1067 0.000000 0.000000 0.000000 0.197564 0.000000 0.308498
1068 0.000000 0.000000 0.000000 0.195016 0.000000 0.275497
1069 0.000000 0.000000 0.000000 0.200489 0.000000 0.288442
1070 0.000000 0.000000 0.000000 0.224633 0.000000 0.407272
1071 0.000000 0.000000 0.000000 0.238266 0.000000 0.483407
1072 0.000000 0.000000 0.000000 0.237815 0.000000 0.479922
1073 0.000000 0.000000 0.000000 0.215430 0.000000 0.360398
1074 0.000000 0.000000 0.000000 0.199899 0.000000 0.283722
1075 0.000000 0.000000 0.000000 0.203624 0.000000 0.307535
1076 0.000000 0.000000 0.000000 0.210628 0.000000 0.365326
1077 0.000000 0.000000 0.000000 0.213697 0.000000 0.399631
1078 0.000000 0.000000 0.000000 0.214201 0.000000 0.406510
1079 0.000000 0.000000 0.000000 0.213361 0.000000 0.395045
1080 0.000000 0.000000 0.000000 0.208230 0.000000 0.343149
1081 0.000000 0.000000 0.000000 0.197781 0.000000 0.278271
2001 0.000000 0.000000 0.000000 0.266676 0.000000 0.364508
2002 0.000000 0.000000 0.000000 0.285577 0.000000 0.420893
2003 0.000000 0.000000 0.000000 0.299361 0.000000 0.473661
2004 0.000000 0.000000 0.000000 0.303882 0.000000 0.491915
2005 0.000000 0.000000 0.000000 0.304117 0.000000 0.485521
2006 0.000000 0.000000 0.000000 0.303077 0.000000 0.477617
2007 0.000000 0.000000 0.000000 0.293498 0.000000 0.423967
2008 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
2009 0.000000 0.000000 0.000000 0.284924 0.000000 0.372660
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2010 0.000000 0.000000 0.000000 0.350269 0.000000 0.455974
2011 0.000000 0.000000 0.000000 0.492707 0.000000 0.595606
2012 0.000000 0.000000 0.000000 0.497709 0.000000 0.609757
2013 0.000000 0.000000 0.000000 0.418014 0.000000 0.526736
2014 0.000000 0.000000 0.000000 0.288057 0.000000 0.393367
2015 0.000000 0.000000 0.000000 0.278950 0.000000 0.370476
2016 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2017 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2018 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2019 0.000000 0.000000 0.000000 0.270933 0.000000 0.348349
2020 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
2021 0.000000 0.000000 0.000000 0.305822 0.000000 0.367172
2022 0.000000 0.000000 0.000000 0.348549 0.000000 0.430762
2023 0.000000 0.000000 0.000000 0.364309 0.000000 0.470548
2024 0.000000 0.000000 0.000000 0.364310 0.000000 0.470550
2025 0.000000 0.000000 0.000000 0.332701 0.000000 0.429331
2026 0.000000 0.000000 0.000000 0.286067 0.000000 0.384606
2027 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2028 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2029 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2030 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2031 0.000000 0.000000 0.000000 0.277261 0.000000 0.366764
2032 0.000000 0.000000 0.000000 0.271977 0.000000 0.350717
2033 0.000000 0.000000 0.000000 0.282155 0.000000 0.373440
2034 0.000000 0.000000 0.000000 0.308419 0.000000 0.452765
2035 0.000000 0.000000 0.000000 0.338320 0.000000 0.506041
2036 0.000000 0.000000 0.000000 0.338321 0.000000 0.506042
2037 0.000000 0.000000 0.000000 0.309185 0.000000 0.455762
2038 0.000000 0.000000 0.000000 0.282056 0.000000 0.374974
2039 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2040 0.000000 0.000000 0.000000 0.273117 0.000000 0.354835
2041 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
2042 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
2043 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
2044 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
2045 0.000000 0.000000 0.000000 0.277927 0.000000 0.359568
2046 0.000000 0.000000 0.000000 0.304195 0.000000 0.437365
2047 0.000000 0.000000 0.000000 0.332864 0.000000 0.485961
2048 0.000000 0.000000 0.000000 0.331895 0.000000 0.480988
2049 0.000000 0.000000 0.000000 0.303226 0.000000 0.432358
2050 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
2051 0.000000 0.000000 0.000000 0.272073 0.000000 0.351628
2052 0.000000 0.000000 0.000000 0.281243 0.000000 0.377822
2053 0.000000 0.000000 0.000000 0.297764 0.000000 0.396461
2054 0.000000 0.000000 0.000000 0.317261 0.000000 0.401383
2055 0.000000 0.000000 0.000000 0.309064 0.000000 0.380530
2056 0.000000 0.000000 0.000000 0.286123 0.000000 0.362797
2057 0.000000 0.000000 0.000000 0.282033 0.000000 0.371716
2058 0.000000 0.000000 0.000000 0.302419 0.000000 0.431278
2059 0.000000 0.000000 0.000000 0.314807 0.000000 0.473832
2060 0.000000 0.000000 0.000000 0.314808 0.000000 0.473833
2061 0.000000 0.000000 0.000000 0.301531 0.000000 0.428151
2062 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
2063 0.000000 0.000000 0.000000 0.291629 0.000000 0.349598
2064 0.000000 0.000000 0.000000 0.334470 0.000000 0.369515
2065 0.000000 0.000000 0.000000 0.341090 0.000000 0.380378
2066 0.000000 0.000000 0.000000 0.303618 0.000000 0.378243
2067 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
2068 0.000000 0.000000 0.000000 0.272683 0.000000 0.352875
2069 0.000000 0.000000 0.000000 0.285872 0.000000 0.386699
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2070 0.000000 0.000000 0.000000 0.355414 0.000000 0.495697
2071 0.000000 0.000000 0.000000 0.396891 0.000000 0.562938
2072 0.000000 0.000000 0.000000 0.395739 0.000000 0.559007
2073 0.000000 0.000000 0.000000 0.326975 0.000000 0.447878
2074 0.000000 0.000000 0.000000 0.282066 0.000000 0.378949
2075 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
2076 0.000000 0.000000 0.000000 0.285821 0.000000 0.393999
2077 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
2078 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
2079 0.000000 0.000000 0.000000 0.286176 0.000000 0.394336
2080 0.000000 0.000000 0.000000 0.283699 0.000000 0.385326
2081 0.000000 0.000000 0.000000 0.268709 0.000000 0.346114
3001 0.000000 0.000000 0.000000 0.266676 0.000000 0.364506
3002 0.000000 0.000000 0.000000 0.285577 0.000000 0.420890
3003 0.000000 0.000000 0.000000 0.299361 0.000000 0.473657
3004 0.000000 0.000000 0.000000 0.303882 0.000000 0.491912
3005 0.000000 0.000000 0.000000 0.304117 0.000000 0.485520
3006 0.000000 0.000000 0.000000 0.303077 0.000000 0.477617
3007 0.000000 0.000000 0.000000 0.293498 0.000000 0.423967
3008 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
3009 0.000000 0.000000 0.000000 0.284924 0.000000 0.372660
3010 0.000000 0.000000 0.000000 0.350269 0.000000 0.455974
3011 0.000000 0.000000 0.000000 0.492707 0.000000 0.595606
3012 0.000000 0.000000 0.000000 0.497709 0.000000 0.609757
3013 0.000000 0.000000 0.000000 0.418014 0.000000 0.526736
3014 0.000000 0.000000 0.000000 0.288057 0.000000 0.393367
3015 0.000000 0.000000 0.000000 0.278950 0.000000 0.370476
3016 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
3017 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
3018 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3019 0.000000 0.000000 0.000000 0.270933 0.000000 0.348349
3020 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3021 0.000000 0.000000 0.000000 0.305822 0.000000 0.367172
3022 0.000000 0.000000 0.000000 0.348549 0.000000 0.430762
3023 0.000000 0.000000 0.000000 0.364309 0.000000 0.470548
3024 0.000000 0.000000 0.000000 0.364310 0.000000 0.470550
3025 0.000000 0.000000 0.000000 0.332701 0.000000 0.429331
3026 0.000000 0.000000 0.000000 0.286067 0.000000 0.384606
3027 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3028 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3029 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3030 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3031 0.000000 0.000000 0.000000 0.277261 0.000000 0.366764
3032 0.000000 0.000000 0.000000 0.271977 0.000000 0.350717
3033 0.000000 0.000000 0.000000 0.282155 0.000000 0.373440
3034 0.000000 0.000000 0.000000 0.308419 0.000000 0.452765
3035 0.000000 0.000000 0.000000 0.338320 0.000000 0.506041
3036 0.000000 0.000000 0.000000 0.338321 0.000000 0.506042
3037 0.000000 0.000000 0.000000 0.309185 0.000000 0.455762
3038 0.000000 0.000000 0.000000 0.282056 0.000000 0.374974
3039 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3040 0.000000 0.000000 0.000000 0.273117 0.000000 0.354835
3041 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
3042 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
3043 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
3044 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3045 0.000000 0.000000 0.000000 0.277927 0.000000 0.359568
3046 0.000000 0.000000 0.000000 0.304195 0.000000 0.437365
3047 0.000000 0.000000 0.000000 0.332864 0.000000 0.485961
3048 0.000000 0.000000 0.000000 0.331895 0.000000 0.480988
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3049 0.000000 0.000000 0.000000 0.303226 0.000000 0.432358
3050 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
3051 0.000000 0.000000 0.000000 0.272073 0.000000 0.351628
3052 0.000000 0.000000 0.000000 0.281243 0.000000 0.377822
3053 0.000000 0.000000 0.000000 0.297764 0.000000 0.396461
3054 0.000000 0.000000 0.000000 0.317261 0.000000 0.401383
3055 0.000000 0.000000 0.000000 0.309064 0.000000 0.380530
3056 0.000000 0.000000 0.000000 0.286123 0.000000 0.362797
3057 0.000000 0.000000 0.000000 0.282033 0.000000 0.371716
3058 0.000000 0.000000 0.000000 0.302419 0.000000 0.431278
3059 0.000000 0.000000 0.000000 0.314807 0.000000 0.473832
3060 0.000000 0.000000 0.000000 0.314808 0.000000 0.473833
3061 0.000000 0.000000 0.000000 0.301531 0.000000 0.428151
3062 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
3063 0.000000 0.000000 0.000000 0.291629 0.000000 0.349598
3064 0.000000 0.000000 0.000000 0.334470 0.000000 0.369515
3065 0.000000 0.000000 0.000000 0.341090 0.000000 0.380378
3066 0.000000 0.000000 0.000000 0.303618 0.000000 0.378243
3067 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
3068 0.000000 0.000000 0.000000 0.272683 0.000000 0.352875
3069 0.000000 0.000000 0.000000 0.285872 0.000000 0.386699
3070 0.000000 0.000000 0.000000 0.355414 0.000000 0.495697
3071 0.000000 0.000000 0.000000 0.396891 0.000000 0.562938
3072 0.000000 0.000000 0.000000 0.395739 0.000000 0.559007
3073 0.000000 0.000000 0.000000 0.326975 0.000000 0.447878
3074 0.000000 0.000000 0.000000 0.282066 0.000000 0.378949
3075 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
3076 0.000000 0.000000 0.000000 0.285821 0.000000 0.393999
3077 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
3078 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3079 0.000000 0.000000 0.000000 0.286176 0.000000 0.394336
3080 0.000000 0.000000 0.000000 0.283699 0.000000 0.385326
3081 0.000000 0.000000 0.000000 0.268709 0.000000 0.346114
4001 0.000000 0.000000 0.000000 0.203191 0.000000 0.304844
4002 0.000000 0.000000 0.000000 0.213172 0.000000 0.392635
4003 0.000000 0.000000 0.000000 0.215549 0.000000 0.427088
4004 0.000000 0.000000 0.000000 0.216846 0.000000 0.448769
4005 0.000000 0.000000 0.000000 0.216540 0.000000 0.448654
4006 0.000000 0.000000 0.000000 0.216353 0.000000 0.445557
4007 0.000000 0.000000 0.000000 0.214607 0.000000 0.414581
4008 0.000000 0.000000 0.000000 0.207747 0.000000 0.343015
4009 0.000000 0.000000 0.000000 0.197760 0.000000 0.309099
4010 0.000000 0.000000 0.000000 0.209583 0.000000 0.365396
4011 0.000000 0.000000 0.000000 0.261510 0.000000 0.516357
4012 0.000000 0.000000 0.000000 0.262364 0.000000 0.528515
4013 0.000000 0.000000 0.000000 0.227744 0.000000 0.460011
4014 0.000000 0.000000 0.000000 0.203482 0.000000 0.340058
4015 0.000000 0.000000 0.000000 0.195354 0.000000 0.299378
4016 0.000000 0.000000 0.000000 0.196414 0.000000 0.292423
4017 0.000000 0.000000 0.000000 0.202546 0.000000 0.297354
4018 0.000000 0.000000 0.000000 0.201850 0.000000 0.314631
4019 0.000000 0.000000 0.000000 0.199098 0.000000 0.313616
4020 0.000000 0.000000 0.000000 0.198140 0.000000 0.309433
4021 0.000000 0.000000 0.000000 0.198140 0.000000 0.309195
4022 0.000000 0.000000 0.000000 0.210653 0.000000 0.361375
4023 0.000000 0.000000 0.000000 0.219593 0.000000 0.402954
4024 0.000000 0.000000 0.000000 0.219593 0.000000 0.402956
4025 0.000000 0.000000 0.000000 0.211155 0.000000 0.350705
4026 0.000000 0.000000 0.000000 0.196337 0.000000 0.268694
4027 0.000000 0.000000 0.000000 0.193741 0.000000 0.258614
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
4028 0.000000 0.000000 0.000000 0.201166 0.000000 0.292313
4029 0.000000 0.000000 0.000000 0.204559 0.000000 0.323355
4030 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4031 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4032 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4033 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4034 0.000000 0.000000 0.000000 0.216085 0.000000 0.389593
4035 0.000000 0.000000 0.000000 0.237686 0.000000 0.450148
4036 0.000000 0.000000 0.000000 0.238716 0.000000 0.445098
4037 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
4038 0.000000 0.000000 0.000000 0.198433 0.000000 0.279939
4039 0.000000 0.000000 0.000000 0.195854 0.000000 0.269881
4040 0.000000 0.000000 0.000000 0.204951 0.000000 0.324447
4041 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
4042 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
4043 0.000000 0.000000 0.000000 0.203723 0.000000 0.337790
4044 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4045 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4046 0.000000 0.000000 0.000000 0.214851 0.000000 0.376877
4047 0.000000 0.000000 0.000000 0.236451 0.000000 0.428380
4048 0.000000 0.000000 0.000000 0.238716 0.000000 0.435873
4049 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
4050 0.000000 0.000000 0.000000 0.199211 0.000000 0.296110
4051 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4052 0.000000 0.000000 0.000000 0.204204 0.000000 0.341504
4053 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
4054 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
4055 0.000000 0.000000 0.000000 0.204843 0.000000 0.344874
4056 0.000000 0.000000 0.000000 0.196797 0.000000 0.306860
4057 0.000000 0.000000 0.000000 0.199210 0.000000 0.296109
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
4058 0.000000 0.000000 0.000000 0.216142 0.000000 0.365212
4059 0.000000 0.000000 0.000000 0.225322 0.000000 0.417478
4060 0.000000 0.000000 0.000000 0.224169 0.000000 0.422681
4061 0.000000 0.000000 0.000000 0.213732 0.000000 0.376550
4062 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4063 0.000000 0.000000 0.000000 0.193176 0.000000 0.292110
4064 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4065 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4066 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4067 0.000000 0.000000 0.000000 0.197564 0.000000 0.308498
4068 0.000000 0.000000 0.000000 0.195016 0.000000 0.275497
4069 0.000000 0.000000 0.000000 0.200489 0.000000 0.288442
4070 0.000000 0.000000 0.000000 0.224633 0.000000 0.407272
4071 0.000000 0.000000 0.000000 0.238266 0.000000 0.483407
4072 0.000000 0.000000 0.000000 0.237815 0.000000 0.479922
4073 0.000000 0.000000 0.000000 0.215430 0.000000 0.360398
4074 0.000000 0.000000 0.000000 0.199899 0.000000 0.283722
4075 0.000000 0.000000 0.000000 0.203624 0.000000 0.307535
4076 0.000000 0.000000 0.000000 0.210628 0.000000 0.365326
4077 0.000000 0.000000 0.000000 0.213697 0.000000 0.399631
4078 0.000000 0.000000 0.000000 0.214201 0.000000 0.406510
4079 0.000000 0.000000 0.000000 0.213361 0.000000 0.395045
4080 0.000000 0.000000 0.000000 0.208230 0.000000 0.343149
4081 0.000000 0.000000 0.000000 0.197781 0.000000 0.278271
1001001 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001002 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001003 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001004 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001005 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001006 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1001007 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001008 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001009 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001010 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001011 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001012 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001013 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001014 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001015 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001016 0.000000
Final Report
Design & Calculation Report of 7-Span Continuous Steel Box Girder with Steel Deck
Contents
2-1 Input data for Analysis of Main Girder
2-2 Analysis Result of Main Girder
2-3 Member Force
3-1 Calculation of Section G1
3-2 Calculation of Section G2
3-3 Splice Calculation of Main Girder
3-4 Summary of Splice calculation of Main Girder
4-1 Calculation of Cross Girder
4-2 Calculation of Diaphragm at support
4-3 Calculation of Longitudinal Ribs and Transverse Ribs
4-4 Calculation of Horizontal Stiffener at Web
5-1 to 5-8 Analysis and Calculation of Steel Deck
5-1 Analysis of Steel Deck
5-2 Calculation of Longitudinal Rib
5-3 Calculation of Cross Rib
5-4 Calculation of Bracket Section
5-5 Calculation of Longitudinal Side Beam
5-6 Combination Stress Check of Longitudinal Rib
5-7 Biaxial Stress Check of Cross Beam
5-8 Splice Calculation of Cross Beam
6-1 Check of Temperature Stress
Detailed Design Study on Bago River Bridge Construction Project Final Report
1
4.1.1 Detailed Design for Superstructure of the Steel Box Girder Bridge (7-Span Bridge)
4.1.1.1 Design Condition
1.2 + 110.8 + [email protected] + 103.1 + 0.9 = 776.0 m (Bridge Length)
Italicized figures of 1.2 and 0.9 above show the combined length of the clearance and marginal length from the end girder to the bearing position. There has been a slight change for it is longer than the value on the B/D because of the displacement in consideration of the seismic behavior and temperature elongation.
The width composition is same as the B/D.
Normal Width 0.6 + 9.0 + 1.5 + 9.0 + 0.6 = 20.7 m
Widened Width 0.6 + 9.0 + 3.7 + 9.0 + 0.6 = 22.9 m
Italicized figures of 0.6, 1.5, and 3.7 above show the side barrier (coping) and median barrier (coping) width.
Source: JICA Study Team
Figure 0.1 General View
100775700
775700
800
100
1000
200
776000
28 33
27 79
CROSS SECTION OF STEEL BOX GIRDER AT END SUPPORT CROSS SECTION OF STEEL BOX GIRDER At MID SPAN
3123
1300
20700
Asphalt pavement 80 mm
i=2.0% i=2.0%
A - A B - B
Detailed Design Study on Bago River Bridge Construction Project Final Report
2
(2) Live Load
AASHTO load was adopted on the design of the 6-lane carriageways that is different from the actual 4-lane carriageways, and loading lanes were taken in the severest condition.
There are three kinds of loading, 1-Truck load, Tandem load, and Uniform Lane load, which are shown in the figure below.
Source: AASHTO specification
Figure 0.2 AASHTO Loading
Detailed Design Study on Bago River Bridge Construction Project Final Report
3
(3) Dead Load
The following items were considered:
- Pavement of asphalt 80 mm thick asphalt laid at whole carriageway
- Coping as wheel guard 330 mm deep concrete casted from steel deck plate
- Railing at side barrier Steel railing weight is assumed.
- Railing at median strip Dual steel railing weight is assumed
- Miscellaneous weight Provisional weight as future overlay load
- Steel weight Assumed in accordance with the girder weight based on B/D
(These weights will be reviewed during the step by step design)
Unit weight of each item is calculated in accordance with its unit volume weight as shown on JSHB.
3-LANES Tandem Load
3-LANES Uniform Load
6-LANES Truck Load
6-LANES Tandem Load
6-LANES Uniform Load
HS20_TWIN(1-LANE(case1)) Truck Load
HS20_TWIN(1-LANE(case1)) Tandem Load
HS20_TWIN(1-LANE(case1)) Uniform Load
HS20_TWIN(1-LANE(case2)) Truck Load
HS20_TWIN(1-LANE(case2)) Tandem Load
HS20_TWIN(1-LANE(case2)) Uniform Load
3-LANES Truck Load
Detailed Design Study on Bago River Bridge Construction Project Final Report
4
(4) Supporting Condition
- This bridge is supported by eight piers at the longitudinal road direction.
- Every girder has been assumed to be supported on elastic bearing that was rotatable and only longitudinally movable during the B/D.
- However, the end bearing capacity against rotation distortion due to live load was reviewed, and then it was decided that multi-fixed bearing system will be suitable in case that the substructure is built on soft foundation.
- Elasticity coefficient including flexibility of substructure on soft soil has been reviewed eventually at the design stage of substructure and bearing.
Source: JICA Study Team
P20P19P18P17P16P15P14P13
100775700
E EF F
Detailed Design Study on Bago River Bridge Construction Project Final Report
5
(1) Software for Analysis
- Superstructure was analyzed using the common software named ‘APPOLO’, which is for Grid Frame Analysis.
- This software consists of 5-steps bridge designing.
1st: Calculating the alignment and coordinates of each line and grid point
2nd: Analysis of grid frame that is for the purpose of determining design forces of each member.
3rd: Calculating section properties of each member in accordance with JSHB.
4th: Automatically drawing in accordance with determined member section composition.
5th: Quantities calculation
Source: Catalogue prepared by the software company
Figure 0.6 Analysis Flow of the Software
4.1.1.3 Results of the Analysis and the Determined Section Composition
(1) Reaction
Analyzed reaction was reflected into the design of the substructure and the bearing support.
Detailed Design Study on Bago River Bridge Construction Project Final Report
6
Source: JICA Study Team
Reaction Table (unit:Kn) P13 P14 P15 P16 P17 P18 P19 P20
Pavement 362.1 1,053.7 890.2 953.0 941.5 914.6 1,009.7 337.0 Side Railing 19.4 52.5 46.3 48.4 47.9 47.0 50.8 18.8 Side Coping 192.3 519.3 458.4 479.0 474.8 465.4 502.6 185.9 Steel Girder 1,228.9 3,625.2 3,039.0 3,267.4 3,226.5 3,128.9 3,467.6 1,135.8
Median coping 116.1 275.9 192.3 223.0 217.0 208.4 237.6 66.7 Overlay 167.5 478.6 402.5 431.4 426.0 414.0 456.7 152.9
Median Railing 6.2 20.3 16.1 17.9 17.6 16.8 19.2 5.4 Total Dead Weight 2,092.5 6,025.6 5,044.7 5,420.0 5,351.3 5,195.2 5,744.3 1,902.5
Live load with impact (Max)
1,030.3 2,043.6 1,963.6 2,021.3 2,008.9 1,980.2 1,992.3 1,009.9
Live load with impact (Min)
-338.0 -370.9 -481.5 -466.2 -466.3 -469.4 -367.7 -320.9
Total Rection(Max) 3,122.8 8,069.2 7,008.3 7,441.3 7,360.2 7,175.3 7,736.6 2,912.4 Total Rection(Min) 1,754.6 5,654.7 4,563.3 4,953.8 4,884.9 4,725.8 5,376.6 1,581.6
Pavement 334.6 1,007.9 851.4 882.8 876.7 855.9 966.7 299.6 Side Railing 1.7 9.9 6.4 7.1 7.1 6.5 9.0 0.5 Side Coping 16.3 98.0 63.2 70.8 69.8 64.8 89.2 4.8 Steel Girder 1,329.3 3,946.6 3,357.4 3,475.0 3,451.7 3,373.9 3,791.3 1,202.6
Median coping 330.7 548.0 446.0 468.0 462.5 454.7 502.0 171.6 Overlay 160.2 447.9 375.2 389.9 387.0 377.8 427.1 131.8
Median Railing 14.9 42.0 36.6 37.7 37.4 36.7 40.6 13.9 Total Dead Weight 2,187.6 6,100.3 5,136.1 5,331.3 5,292.2 5,170.3 5,825.9 1,824.8
Live load with impact (Max)
989.8 1,872.8 1,804.5 1,802.3 1,799.4 1,779.1 1,826.3 909.5
Live load with impact (Min)
-196.2 -201.6 -319.4 -290.5 -295.9 -299.9 -199.8 -184.3
Total Rection(Max) 3,177.4 7,973.1 6,940.6 7,133.6 7,091.6 6,949.5 7,652.3 2,734.3 Total Rection(Min) 1,991.4 5,898.7 4,816.7 5,040.7 4,996.4 4,870.5 5,626.2 1,640.5
Whole Dead Load 8,560.2 24,251.7 20,361.7 21,502.5 21,287.0 20,731.0 23,140.3 7,454.6 Whole Live Load with Impact 4,040.1 7,832.8 7,536.1 7,647.2 7,616.6 7,518.6 7,637.3 3,838.8 Σ Total 12,600.3 32,084.5 27,897.8 29,149.7 28,903.6 28,249.5 30,777.6 11,293.4 Whole Dead Load 8,560.2 24,251.7 20,361.7 21,502.5 21,287.0 20,731.0 23,140.3 7,454.6 Whole Live Load without Impact 3,593.2 6,971.8 6,707.7 6,806.6 6,779.3 6,692.1 6,797.7 3,395.6 Σ Total 12,153.3 31,223.5 27,069.4 28,309.1 28,066.4 27,423.1 29,938.1 10,850.2 Whole Dead Load 8,560.2 7,454.6
3,332.8 3,115.3
Whole Live Load without Impact and Truck
Detailed Design Study on Bago River Bridge Construction Project Final Report
7
(2) Member Force and Section Composition Diagram
The section dimensions and grade of material are determined so that the following criteria are satisfied:
- Each section is designed so that the stress based on bending moment and shearing force shall be within the allowable stress of the adopted material grade.
- The JSHB requires that the deflection due to live load shall be less than 1/500 of span length.
- All block joints are fastened by high strength bolts. Therefore, axial tensile stress at tensile part shall take account of the decreased section area because of the bolt holes. In case that tensile stress would be more than the allowable stress, the thickness of the section should be increased.
- Steel deck plate is stiffened by u-shaped trough ribs, so that torsional stiffness is increased for wheel load.
- Compression stress part of lower flange is stiffened by plate ribs in accordance with thickness of flange. These ribs shall be fastened by high strength bolts at block joint as stress member.
- Web plate is stiffened by horizontal stiffeners at 2-level position, so as decreasing web thickness. These stiffeners only act as stiffeners but not as stress member.
- Required section properties are calculated as follows:
Source: JICA Study Team
Figure 0.7 Typical Calculation Sample of the Section
- The thickness and the material grade of all sections have been determined and calculated in accordance with the bending moment.
- The following diagrams show part of the section composition of G1 and G2 girders as example.
Detailed Design Study on Bago River Bridge Construction Project Final Report
8
Figure 0.8 Typical Section Composition, G1 (P13-P14)
J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12
Panel length
11 22 33 44 55 66 77 88 99 1010 1111 12
Span length
Field joint
Length of the section 9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750 10000
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750 10000
27 22
Section
28 06
J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12
11 22 33 44 55 66 77 88 99 1010 1111 1212
0
-25000
-50000
-75000
-100000
25000
50000
75000
1
11 12
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750
G-2 Lower flange
10000.1 5@10000=50000 8000
9451.6 10103 10003.2 10003.2 10001.7 10000.4 10000 10000 10000 10000 7500 6750
STRESS DIAGRAM OF MAIN GIRDER G2 (P13-P20) (1)
Detailed Design Study on Bago River Bridge Construction Project Final Report
9
4.1.1.4 Analysis of Steel Deck
(1) Design Method of Steel Deck
- The steel deck will be analyzed as equivalent multi-grid frame.
- The model of the grid frame consists of webs, cross girder, crossbeams, and longitudinal stiffeners.
Source: JICA Study Team
(2) Stress Evaluation of Steel Deck
- Longitudinal ribs or cross ribs have combined stresses of primary stress as a deck member of the whole main girder and secondary stress as a member of the deck frame.
- The stress of longitudinal rib is of the same direction as the main girder stress. Therefore, this stress shall be combined with the stress of the main girder and shall be within the allowable stress as shown below.
σ1Primary stress as a member of the main girder
σ2 Secondary stress as a member of the deck frame
α Safety factor (1.4 as specified by the JSHB)
σa Allowable stress of the material deck plate
σ1+σ2 < σaα
2747
11(4)
2801
11(4)
3
220
19(4)
26(4)
-167
210
43
Detailed Design Study on Bago River Bridge Construction Project Final Report
10
- If σ2 is smaller than o.4*σa, then the formula above will always be satisfied.
- The stress of the cross rib is in the right angle direction of the stress of the main girder, so the biaxial stress shall be checked.
Biaxial calculation formula:
K = ( σx / σa )2 - ( σx / σa ) * ( σy / σa ) + ( σy / σa )2 + ( τ / τa )2 1.2
σx : Normal stress of the main girder (N/mm2) τx : Shear stress of the main girder (N/mm2)
σy : Normal stress of the crossbeam (N/mm2) τy : Shear stress of the crossbeam (N/mm2)
σa : Allowable tensile stress of the main girder (N/mm2)
τa : Allowable shear stress of the main girder or crossbeam (N/mm2)
Where, by checking location:
Web point ( τ / τa ) = Max( (τx/τxa), (τy/Max(τxa,τya)) )
(3) Analysis Model of Deck Frame
- Wheel load shall act on the longitudinal stiffener or crossbeam so that the maximum bending moment will occur.
- Vertical ribs are considered as one bar members without any cross sectional deformation. Therefore, the torsional rigidity (using only the simple torsional resistance) is not reduced; it is 100% valid and is calculated by the following formula:
Torsional rigidity = 4*A2 / {(u/tR) + (a/tP)}
A : Cross sectional area surrounded by the U-shaped steel
u : Expanded width of the U-shaped steel
a : Upper width of the U-shaped steel
tR: Thickness of the U-shaped steel
tP: Thickness of the deck plate
- The virtual distribution girder that performs the load distribution between the longitudinal ribs gives the bending rigidity equivalent to the rigid structure consisting of the deck plate and the longitudinal rib peripheral wall in consideration of the sectional deformation of the longitudinal rib. Since this rigid structure continues in the direction of the bridge axis, the equivalent cross sectional secondary moment per unit length is obtained first, and in the Lattice Model, one distribution girder is provided at the lateral rib intervals to provide bending rigidity.
Source: Analysis manual prepared by the software company
Figure 0.11 Concept of Equivalent Virtual Beam of Steel Deck
Detailed Design Study on Bago River Bridge Construction Project Final Report
11
- There are five deck models, i.e.: side deck, top deck of G1, top deck of G2, median deck, and center deck, that are to be considered.
- The top deck of G2 is shown in the following figure.
Source: JICA Study Team
- Dead load to be considered
Pavement (road section) 1.80 kN/m2
Steel weight 2.00 kN/m2
- Section profile of member
Longitudinal rib Sec- 2 U.RIB 320 * 240 * 8
Lateral rib Sec- 2 WEB PL 800 * 9 FLG PL 200 * 10
Diaphragm WEB PL 2100 * 10 FLG PL 220 * 10
- Wheel load shall act on the longitudinal stiffener or crossbeam so the maximum bending moment will occur.
- Distance of the wheel is 1.8 m, and contact area of each wheel is 510 mm wide and 250 mm long.
Source: AASHTO specification
Figure 0.13 Wheel Load to be Considered on Steel Deck
- Impact coefficient is based on the following formula which is based on JSHB:
Detailed Design Study on Bago River Bridge Construction Project Final Report
12
Longitudinal rib i = 0.4
Lateral rib & bracket i = 20/(50+L) L: Span length of lateral rib and bracket (m)
(4) Diagram of Bending Moment
- The maximum/minimum bending moment of the longitudinal rib was calculated based on influence line and area.
- The critical moment occurred at the mid span.
Source: JICA Study Team
Figure 0.14 Bending Moment Diagram
Detailed Design Study on Bago River Bridge Construction Project Final Report
13
Source: JICA Study Team
Table 0.3 Table of the Deflection due to Live Load
Source: JICA Study Team
Bago
TITLE:
Bago
STRUCTURE:
NODE DATA [ STRUCTURE-NODE(NODE) ]
(m) (m) (m) DX DY DZ RX RY RZ
1001 1 1.20000 8.27700 0.00000 1 1 0 0 0 1
1002 1 12.00000 8.10240 0.00000 1 1 0 0 0 1
1003 1 22.00000 7.85107 0.00000 1 1 0 0 0 1
1004 1 32.00000 7.59975 0.00000 1 1 0 0 0 1
1005 1 42.00000 7.34842 0.00000 1 1 0 0 0 1
1006 1 52.00000 7.17744 0.00000 1 1 0 0 0 1
1007 1 62.00000 7.17700 0.00000 1 1 0 0 0 1
1008 1 72.00000 7.17700 0.00000 1 1 0 0 0 1
1009 1 82.00000 7.17700 0.00000 1 1 0 0 0 1
1010 1 92.00000 7.17700 0.00000 1 1 0 0 0 1
1011 1 102.00000 7.17700 0.00000 1 1 0 0 0 1
1012 1 112.00000 7.17700 0.00000 1 1 0 0 0 1
1013 1 120.00000 7.17700 0.00000 1 1 0 0 0 1
1014 1 128.00000 7.17700 0.00000 1 1 0 0 0 1
1015 1 138.00000 7.17700 0.00000 1 1 0 0 0 1
1016 1 148.00000 7.17700 0.00000 1 1 0 0 0 1
1017 1 158.00000 7.17700 0.00000 1 1 0 0 0 1
1018 1 168.00000 7.17700 0.00000 1 1 0 0 0 1
1019 1 178.00000 7.17700 0.00000 1 1 0 0 0 1
1020 1 188.00000 7.17700 0.00000 1 1 0 0 0 1
1021 1 198.00000 7.17700 0.00000 1 1 0 0 0 1
1022 1 208.00000 7.17700 0.00000 1 1 0 0 0 1
1023 1 216.00000 7.17700 0.00000 1 1 0 0 0 1
1024 1 224.00000 7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
1025 1 232.00000 7.17700 0.00000 1 1 0 0 0 1
1026 1 240.00000 7.17700 0.00000 1 1 0 0 0 1
1027 1 250.00000 7.17700 0.00000 1 1 0 0 0 1
1028 1 260.00000 7.17700 0.00000 1 1 0 0 0 1
1029 1 270.00000 7.17700 0.00000 1 1 0 0 0 1
1030 1 280.00000 7.17700 0.00000 1 1 0 0 0 1
1031 1 290.00000 7.17700 0.00000 1 1 0 0 0 1
1032 1 300.00000 7.17700 0.00000 1 1 0 0 0 1
1033 1 310.00000 7.17700 0.00000 1 1 0 0 0 1
1034 1 320.00000 7.17700 0.00000 1 1 0 0 0 1
1035 1 328.00000 7.17700 0.00000 1 1 0 0 0 1
1036 1 336.00000 7.17700 0.00000 1 1 0 0 0 1
1037 1 344.00000 7.17700 0.00000 1 1 0 0 0 1
1038 1 352.00000 7.17700 0.00000 1 1 0 0 0 1
1039 1 362.00000 7.17700 0.00000 1 1 0 0 0 1
1040 1 372.00000 7.17700 0.00000 1 1 0 0 0 1
1041 1 382.00000 7.17700 0.00000 1 1 0 0 0 1
1042 1 392.00000 7.17700 0.00000 1 1 0 0 0 1
1043 1 402.00000 7.17700 0.00000 1 1 0 0 0 1
1044 1 412.00000 7.17700 0.00000 1 1 0 0 0 1
1045 1 422.00000 7.17700 0.00000 1 1 0 0 0 1
1046 1 432.00000 7.17700 0.00000 1 1 0 0 0 1
1047 1 440.00000 7.17700 0.00000 1 1 0 0 0 1
1048 1 448.00000 7.17700 0.00000 1 1 0 0 0 1
1049 1 456.00000 7.17700 0.00000 1 1 0 0 0 1
1050 1 464.00000 7.17700 0.00000 1 1 0 0 0 1
1051 1 474.00000 7.17700 0.00000 1 1 0 0 0 1
1052 1 484.00000 7.17700 0.00000 1 1 0 0 0 1
1053 1 494.00000 7.17700 0.00000 1 1 0 0 0 1
1054 1 504.00000 7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
1055 1 514.00000 7.17700 0.00000 1 1 0 0 0 1
1056 1 524.00000 7.17700 0.00000 1 1 0 0 0 1
1057 1 534.00000 7.17700 0.00000 1 1 0 0 0 1
1058 1 544.00000 7.17700 0.00000 1 1 0 0 0 1
1059 1 552.00000 7.17700 0.00000 1 1 0 0 0 1
1060 1 560.00000 7.17700 0.00000 1 1 0 0 0 1
1061 1 568.00000 7.17700 0.00000 1 1 0 0 0 1
1062 1 576.00000 7.17700 0.00000 1 1 0 0 0 1
1063 1 586.00000 7.17700 0.00000 1 1 0 0 0 1
1064 1 596.00000 7.17700 0.00000 1 1 0 0 0 1
1065 1 606.00000 7.17700 0.00000 1 1 0 0 0 1
1066 1 616.00000 7.17700 0.00000 1 1 0 0 0 1
1067 1 626.00000 7.17700 0.00000 1 1 0 0 0 1
1068 1 636.00000 7.17700 0.00000 1 1 0 0 0 1
1069 1 646.00000 7.17700 0.00000 1 1 0 0 0 1
1070 1 656.00000 7.17700 0.00000 1 1 0 0 0 1
1071 1 664.00000 7.17700 0.00000 1 1 0 0 0 1
1072 1 672.00000 7.17700 0.00000 1 1 0 0 0 1
1073 1 682.00000 7.17700 0.00000 1 1 0 0 0 1
1074 1 692.00000 7.17700 0.00000 1 1 0 0 0 1
1075 1 702.00000 7.17700 0.00000 1 1 0 0 0 1
1076 1 712.00000 7.17700 0.00000 1 1 0 0 0 1
1077 1 722.00000 7.17700 0.00000 1 1 0 0 0 1
1078 1 732.00000 7.17700 0.00000 1 1 0 0 0 1
1079 1 742.00000 7.17700 0.00000 1 1 0 0 0 1
1080 1 752.00000 7.17700 0.00000 1 1 0 0 0 1
1081 1 762.00000 7.17700 0.00000 1 1 0 0 0 1
1082 1 775.10000 7.17700 0.00000 1 1 0 0 0 1
2001 1 1.20000 4.10000 0.00000 1 1 0 0 0 1
2002 1 12.00000 3.92408 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2003 1 22.00000 3.67275 0.00000 1 1 0 0 0 1
2004 1 32.00000 3.42143 0.00000 1 1 0 0 0 1
2005 1 42.00000 3.17010 0.00000 1 1 0 0 0 1
2006 1 52.00000 3.00044 0.00000 1 1 0 0 0 1
2007 1 62.00000 3.00000 0.00000 1 1 0 0 0 1
2008 1 72.00000 3.00000 0.00000 1 1 0 0 0 1
2009 1 82.00000 3.00000 0.00000 1 1 0 0 0 1
2010 1 92.00000 3.00000 0.00000 1 1 0 0 0 1
2011 1 102.00000 3.00000 0.00000 1 1 0 0 0 1
2012 1 112.00000 3.00000 0.00000 1 1 0 0 0 1
2013 1 120.00000 3.00000 0.00000 1 1 0 0 0 1
2014 1 128.00000 3.00000 0.00000 1 1 0 0 0 1
2015 1 138.00000 3.00000 0.00000 1 1 0 0 0 1
2016 1 148.00000 3.00000 0.00000 1 1 0 0 0 1
2017 1 158.00000 3.00000 0.00000 1 1 0 0 0 1
2018 1 168.00000 3.00000 0.00000 1 1 0 0 0 1
2019 1 178.00000 3.00000 0.00000 1 1 0 0 0 1
2020 1 188.00000 3.00000 0.00000 1 1 0 0 0 1
2021 1 198.00000 3.00000 0.00000 1 1 0 0 0 1
2022 1 208.00000 3.00000 0.00000 1 1 0 0 0 1
2023 1 216.00000 3.00000 0.00000 1 1 0 0 0 1
2024 1 224.00000 3.00000 0.00000 1 1 0 0 0 1
2025 1 232.00000 3.00000 0.00000 1 1 0 0 0 1
2026 1 240.00000 3.00000 0.00000 1 1 0 0 0 1
2027 1 250.00000 3.00000 0.00000 1 1 0 0 0 1
2028 1 260.00000 3.00000 0.00000 1 1 0 0 0 1
2029 1 270.00000 3.00000 0.00000 1 1 0 0 0 1
2030 1 280.00000 3.00000 0.00000 1 1 0 0 0 1
2031 1 290.00000 3.00000 0.00000 1 1 0 0 0 1
2032 1 300.00000 3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2033 1 310.00000 3.00000 0.00000 1 1 0 0 0 1
2034 1 320.00000 3.00000 0.00000 1 1 0 0 0 1
2035 1 328.00000 3.00000 0.00000 1 1 0 0 0 1
2036 1 336.00000 3.00000 0.00000 1 1 0 0 0 1
2037 1 344.00000 3.00000 0.00000 1 1 0 0 0 1
2038 1 352.00000 3.00000 0.00000 1 1 0 0 0 1
2039 1 362.00000 3.00000 0.00000 1 1 0 0 0 1
2040 1 372.00000 3.00000 0.00000 1 1 0 0 0 1
2041 1 382.00000 3.00000 0.00000 1 1 0 0 0 1
2042 1 392.00000 3.00000 0.00000 1 1 0 0 0 1
2043 1 402.00000 3.00000 0.00000 1 1 0 0 0 1
2044 1 412.00000 3.00000 0.00000 1 1 0 0 0 1
2045 1 422.00000 3.00000 0.00000 1 1 0 0 0 1
2046 1 432.00000 3.00000 0.00000 1 1 0 0 0 1
2047 1 440.00000 3.00000 0.00000 1 1 0 0 0 1
2048 1 448.00000 3.00000 0.00000 1 1 0 0 0 1
2049 1 456.00000 3.00000 0.00000 1 1 0 0 0 1
2050 1 464.00000 3.00000 0.00000 1 1 0 0 0 1
2051 1 474.00000 3.00000 0.00000 1 1 0 0 0 1
2052 1 484.00000 3.00000 0.00000 1 1 0 0 0 1
2053 1 494.00000 3.00000 0.00000 1 1 0 0 0 1
2054 1 504.00000 3.00000 0.00000 1 1 0 0 0 1
2055 1 514.00000 3.00000 0.00000 1 1 0 0 0 1
2056 1 524.00000 3.00000 0.00000 1 1 0 0 0 1
2057 1 534.00000 3.00000 0.00000 1 1 0 0 0 1
2058 1 544.00000 3.00000 0.00000 1 1 0 0 0 1
2059 1 552.00000 3.00000 0.00000 1 1 0 0 0 1
2060 1 560.00000 3.00000 0.00000 1 1 0 0 0 1
2061 1 568.00000 3.00000 0.00000 1 1 0 0 0 1
2062 1 576.00000 3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
2063 1 586.00000 3.00000 0.00000 1 1 0 0 0 1
2064 1 596.00000 3.00000 0.00000 1 1 0 0 0 1
2065 1 606.00000 3.00000 0.00000 1 1 0 0 0 1
2066 1 616.00000 3.00000 0.00000 1 1 0 0 0 1
2067 1 626.00000 3.00000 0.00000 1 1 0 0 0 1
2068 1 636.00000 3.00000 0.00000 1 1 0 0 0 1
2069 1 646.00000 3.00000 0.00000 1 1 0 0 0 1
2070 1 656.00000 3.00000 0.00000 1 1 0 0 0 1
2071 1 664.00000 3.00000 0.00000 1 1 0 0 0 1
2072 1 672.00000 3.00000 0.00000 1 1 0 0 0 1
2073 1 682.00000 3.00000 0.00000 1 1 0 0 0 1
2074 1 692.00000 3.00000 0.00000 1 1 0 0 0 1
2075 1 702.00000 3.00000 0.00000 1 1 0 0 0 1
2076 1 712.00000 3.00000 0.00000 1 1 0 0 0 1
2077 1 722.00000 3.00000 0.00000 1 1 0 0 0 1
2078 1 732.00000 3.00000 0.00000 1 1 0 0 0 1
2079 1 742.00000 3.00000 0.00000 1 1 0 0 0 1
2080 1 752.00000 3.00000 0.00000 1 1 0 0 0 1
2081 1 762.00000 3.00000 0.00000 1 1 0 0 0 1
2082 1 775.10000 3.00000 0.00000 1 1 0 0 0 1
3001 1 1.20000 -4.10000 0.00000 1 1 0 0 0 1
3002 1 12.00000 -3.92408 0.00000 1 1 0 0 0 1
3003 1 22.00000 -3.67275 0.00000 1 1 0 0 0 1
3004 1 32.00000 -3.42143 0.00000 1 1 0 0 0 1
3005 1 42.00000 -3.17010 0.00000 1 1 0 0 0 1
3006 1 52.00000 -3.00044 0.00000 1 1 0 0 0 1
3007 1 62.00000 -3.00000 0.00000 1 1 0 0 0 1
3008 1 72.00000 -3.00000 0.00000 1 1 0 0 0 1
3009 1 82.00000 -3.00000 0.00000 1 1 0 0 0 1
3010 1 92.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3011 1 102.00000 -3.00000 0.00000 1 1 0 0 0 1
3012 1 112.00000 -3.00000 0.00000 1 1 0 0 0 1
3013 1 120.00000 -3.00000 0.00000 1 1 0 0 0 1
3014 1 128.00000 -3.00000 0.00000 1 1 0 0 0 1
3015 1 138.00000 -3.00000 0.00000 1 1 0 0 0 1
3016 1 148.00000 -3.00000 0.00000 1 1 0 0 0 1
3017 1 158.00000 -3.00000 0.00000 1 1 0 0 0 1
3018 1 168.00000 -3.00000 0.00000 1 1 0 0 0 1
3019 1 178.00000 -3.00000 0.00000 1 1 0 0 0 1
3020 1 188.00000 -3.00000 0.00000 1 1 0 0 0 1
3021 1 198.00000 -3.00000 0.00000 1 1 0 0 0 1
3022 1 208.00000 -3.00000 0.00000 1 1 0 0 0 1
3023 1 216.00000 -3.00000 0.00000 1 1 0 0 0 1
3024 1 224.00000 -3.00000 0.00000 1 1 0 0 0 1
3025 1 232.00000 -3.00000 0.00000 1 1 0 0 0 1
3026 1 240.00000 -3.00000 0.00000 1 1 0 0 0 1
3027 1 250.00000 -3.00000 0.00000 1 1 0 0 0 1
3028 1 260.00000 -3.00000 0.00000 1 1 0 0 0 1
3029 1 270.00000 -3.00000 0.00000 1 1 0 0 0 1
3030 1 280.00000 -3.00000 0.00000 1 1 0 0 0 1
3031 1 290.00000 -3.00000 0.00000 1 1 0 0 0 1
3032 1 300.00000 -3.00000 0.00000 1 1 0 0 0 1
3033 1 310.00000 -3.00000 0.00000 1 1 0 0 0 1
3034 1 320.00000 -3.00000 0.00000 1 1 0 0 0 1
3035 1 328.00000 -3.00000 0.00000 1 1 0 0 0 1
3036 1 336.00000 -3.00000 0.00000 1 1 0 0 0 1
3037 1 344.00000 -3.00000 0.00000 1 1 0 0 0 1
3038 1 352.00000 -3.00000 0.00000 1 1 0 0 0 1
3039 1 362.00000 -3.00000 0.00000 1 1 0 0 0 1
3040 1 372.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3041 1 382.00000 -3.00000 0.00000 1 1 0 0 0 1
3042 1 392.00000 -3.00000 0.00000 1 1 0 0 0 1
3043 1 402.00000 -3.00000 0.00000 1 1 0 0 0 1
3044 1 412.00000 -3.00000 0.00000 1 1 0 0 0 1
3045 1 422.00000 -3.00000 0.00000 1 1 0 0 0 1
3046 1 432.00000 -3.00000 0.00000 1 1 0 0 0 1
3047 1 440.00000 -3.00000 0.00000 1 1 0 0 0 1
3048 1 448.00000 -3.00000 0.00000 1 1 0 0 0 1
3049 1 456.00000 -3.00000 0.00000 1 1 0 0 0 1
3050 1 464.00000 -3.00000 0.00000 1 1 0 0 0 1
3051 1 474.00000 -3.00000 0.00000 1 1 0 0 0 1
3052 1 484.00000 -3.00000 0.00000 1 1 0 0 0 1
3053 1 494.00000 -3.00000 0.00000 1 1 0 0 0 1
3054 1 504.00000 -3.00000 0.00000 1 1 0 0 0 1
3055 1 514.00000 -3.00000 0.00000 1 1 0 0 0 1
3056 1 524.00000 -3.00000 0.00000 1 1 0 0 0 1
3057 1 534.00000 -3.00000 0.00000 1 1 0 0 0 1
3058 1 544.00000 -3.00000 0.00000 1 1 0 0 0 1
3059 1 552.00000 -3.00000 0.00000 1 1 0 0 0 1
3060 1 560.00000 -3.00000 0.00000 1 1 0 0 0 1
3061 1 568.00000 -3.00000 0.00000 1 1 0 0 0 1
3062 1 576.00000 -3.00000 0.00000 1 1 0 0 0 1
3063 1 586.00000 -3.00000 0.00000 1 1 0 0 0 1
3064 1 596.00000 -3.00000 0.00000 1 1 0 0 0 1
3065 1 606.00000 -3.00000 0.00000 1 1 0 0 0 1
3066 1 616.00000 -3.00000 0.00000 1 1 0 0 0 1
3067 1 626.00000 -3.00000 0.00000 1 1 0 0 0 1
3068 1 636.00000 -3.00000 0.00000 1 1 0 0 0 1
3069 1 646.00000 -3.00000 0.00000 1 1 0 0 0 1
3070 1 656.00000 -3.00000 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
3071 1 664.00000 -3.00000 0.00000 1 1 0 0 0 1
3072 1 672.00000 -3.00000 0.00000 1 1 0 0 0 1
3073 1 682.00000 -3.00000 0.00000 1 1 0 0 0 1
3074 1 692.00000 -3.00000 0.00000 1 1 0 0 0 1
3075 1 702.00000 -3.00000 0.00000 1 1 0 0 0 1
3076 1 712.00000 -3.00000 0.00000 1 1 0 0 0 1
3077 1 722.00000 -3.00000 0.00000 1 1 0 0 0 1
3078 1 732.00000 -3.00000 0.00000 1 1 0 0 0 1
3079 1 742.00000 -3.00000 0.00000 1 1 0 0 0 1
3080 1 752.00000 -3.00000 0.00000 1 1 0 0 0 1
3081 1 762.00000 -3.00000 0.00000 1 1 0 0 0 1
3082 1 775.10000 -3.00000 0.00000 1 1 0 0 0 1
4001 1 1.20000 -8.27700 0.00000 1 1 0 0 0 1
4002 1 12.00000 -8.10240 0.00000 1 1 0 0 0 1
4003 1 22.00000 -7.85107 0.00000 1 1 0 0 0 1
4004 1 32.00000 -7.59975 0.00000 1 1 0 0 0 1
4005 1 42.00000 -7.34842 0.00000 1 1 0 0 0 1
4006 1 52.00000 -7.17744 0.00000 1 1 0 0 0 1
4007 1 62.00000 -7.17700 0.00000 1 1 0 0 0 1
4008 1 72.00000 -7.17700 0.00000 1 1 0 0 0 1
4009 1 82.00000 -7.17700 0.00000 1 1 0 0 0 1
4010 1 92.00000 -7.17700 0.00000 1 1 0 0 0 1
4011 1 102.00000 -7.17700 0.00000 1 1 0 0 0 1
4012 1 112.00000 -7.17700 0.00000 1 1 0 0 0 1
4013 1 120.00000 -7.17700 0.00000 1 1 0 0 0 1
4014 1 128.00000 -7.17700 0.00000 1 1 0 0 0 1
4015 1 138.00000 -7.17700 0.00000 1 1 0 0 0 1
4016 1 148.00000 -7.17700 0.00000 1 1 0 0 0 1
4017 1 158.00000 -7.17700 0.00000 1 1 0 0 0 1
4018 1 168.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4019 1 178.00000 -7.17700 0.00000 1 1 0 0 0 1
4020 1 188.00000 -7.17700 0.00000 1 1 0 0 0 1
4021 1 198.00000 -7.17700 0.00000 1 1 0 0 0 1
4022 1 208.00000 -7.17700 0.00000 1 1 0 0 0 1
4023 1 216.00000 -7.17700 0.00000 1 1 0 0 0 1
4024 1 224.00000 -7.17700 0.00000 1 1 0 0 0 1
4025 1 232.00000 -7.17700 0.00000 1 1 0 0 0 1
4026 1 240.00000 -7.17700 0.00000 1 1 0 0 0 1
4027 1 250.00000 -7.17700 0.00000 1 1 0 0 0 1
4028 1 260.00000 -7.17700 0.00000 1 1 0 0 0 1
4029 1 270.00000 -7.17700 0.00000 1 1 0 0 0 1
4030 1 280.00000 -7.17700 0.00000 1 1 0 0 0 1
4031 1 290.00000 -7.17700 0.00000 1 1 0 0 0 1
4032 1 300.00000 -7.17700 0.00000 1 1 0 0 0 1
4033 1 310.00000 -7.17700 0.00000 1 1 0 0 0 1
4034 1 320.00000 -7.17700 0.00000 1 1 0 0 0 1
4035 1 328.00000 -7.17700 0.00000 1 1 0 0 0 1
4036 1 336.00000 -7.17700 0.00000 1 1 0 0 0 1
4037 1 344.00000 -7.17700 0.00000 1 1 0 0 0 1
4038 1 352.00000 -7.17700 0.00000 1 1 0 0 0 1
4039 1 362.00000 -7.17700 0.00000 1 1 0 0 0 1
4040 1 372.00000 -7.17700 0.00000 1 1 0 0 0 1
4041 1 382.00000 -7.17700 0.00000 1 1 0 0 0 1
4042 1 392.00000 -7.17700 0.00000 1 1 0 0 0 1
4043 1 402.00000 -7.17700 0.00000 1 1 0 0 0 1
4044 1 412.00000 -7.17700 0.00000 1 1 0 0 0 1
4045 1 422.00000 -7.17700 0.00000 1 1 0 0 0 1
4046 1 432.00000 -7.17700 0.00000 1 1 0 0 0 1
4047 1 440.00000 -7.17700 0.00000 1 1 0 0 0 1
4048 1 448.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4049 1 456.00000 -7.17700 0.00000 1 1 0 0 0 1
4050 1 464.00000 -7.17700 0.00000 1 1 0 0 0 1
4051 1 474.00000 -7.17700 0.00000 1 1 0 0 0 1
4052 1 484.00000 -7.17700 0.00000 1 1 0 0 0 1
4053 1 494.00000 -7.17700 0.00000 1 1 0 0 0 1
4054 1 504.00000 -7.17700 0.00000 1 1 0 0 0 1
4055 1 514.00000 -7.17700 0.00000 1 1 0 0 0 1
4056 1 524.00000 -7.17700 0.00000 1 1 0 0 0 1
4057 1 534.00000 -7.17700 0.00000 1 1 0 0 0 1
4058 1 544.00000 -7.17700 0.00000 1 1 0 0 0 1
4059 1 552.00000 -7.17700 0.00000 1 1 0 0 0 1
4060 1 560.00000 -7.17700 0.00000 1 1 0 0 0 1
4061 1 568.00000 -7.17700 0.00000 1 1 0 0 0 1
4062 1 576.00000 -7.17700 0.00000 1 1 0 0 0 1
4063 1 586.00000 -7.17700 0.00000 1 1 0 0 0 1
4064 1 596.00000 -7.17700 0.00000 1 1 0 0 0 1
4065 1 606.00000 -7.17700 0.00000 1 1 0 0 0 1
4066 1 616.00000 -7.17700 0.00000 1 1 0 0 0 1
4067 1 626.00000 -7.17700 0.00000 1 1 0 0 0 1
4068 1 636.00000 -7.17700 0.00000 1 1 0 0 0 1
4069 1 646.00000 -7.17700 0.00000 1 1 0 0 0 1
4070 1 656.00000 -7.17700 0.00000 1 1 0 0 0 1
4071 1 664.00000 -7.17700 0.00000 1 1 0 0 0 1
4072 1 672.00000 -7.17700 0.00000 1 1 0 0 0 1
4073 1 682.00000 -7.17700 0.00000 1 1 0 0 0 1
4074 1 692.00000 -7.17700 0.00000 1 1 0 0 0 1
4075 1 702.00000 -7.17700 0.00000 1 1 0 0 0 1
4076 1 712.00000 -7.17700 0.00000 1 1 0 0 0 1
4077 1 722.00000 -7.17700 0.00000 1 1 0 0 0 1
4078 1 732.00000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(m) (m) (m) DX DY DZ RX RY RZ
4079 1 742.00000 -7.17700 0.00000 1 1 0 0 0 1
4080 1 752.00000 -7.17700 0.00000 1 1 0 0 0 1
4081 1 762.00000 -7.17700 0.00000 1 1 0 0 0 1
4082 1 775.10000 -7.17700 0.00000 1 1 0 0 0 1
Bago
(kN/m2) (kN/m2)
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1001 0.000000 0.000000 0.000000 0.203191 0.000000 0.304843
1002 0.000000 0.000000 0.000000 0.213172 0.000000 0.392633
1003 0.000000 0.000000 0.000000 0.215549 0.000000 0.427086
1004 0.000000 0.000000 0.000000 0.216846 0.000000 0.448767
1005 0.000000 0.000000 0.000000 0.216540 0.000000 0.448653
1006 0.000000 0.000000 0.000000 0.216353 0.000000 0.445557
1007 0.000000 0.000000 0.000000 0.214607 0.000000 0.414581
1008 0.000000 0.000000 0.000000 0.207747 0.000000 0.343015
1009 0.000000 0.000000 0.000000 0.197760 0.000000 0.309099
1010 0.000000 0.000000 0.000000 0.209583 0.000000 0.365396
1011 0.000000 0.000000 0.000000 0.261510 0.000000 0.516357
1012 0.000000 0.000000 0.000000 0.262364 0.000000 0.528515
1013 0.000000 0.000000 0.000000 0.227744 0.000000 0.460011
1014 0.000000 0.000000 0.000000 0.203482 0.000000 0.340058
1015 0.000000 0.000000 0.000000 0.195354 0.000000 0.299378
1016 0.000000 0.000000 0.000000 0.196414 0.000000 0.292423
1017 0.000000 0.000000 0.000000 0.202546 0.000000 0.297354
1018 0.000000 0.000000 0.000000 0.201850 0.000000 0.314631
1019 0.000000 0.000000 0.000000 0.199098 0.000000 0.313616
1020 0.000000 0.000000 0.000000 0.198140 0.000000 0.309433
1021 0.000000 0.000000 0.000000 0.198140 0.000000 0.309195
1022 0.000000 0.000000 0.000000 0.210653 0.000000 0.361375
1023 0.000000 0.000000 0.000000 0.219593 0.000000 0.402954
1024 0.000000 0.000000 0.000000 0.219593 0.000000 0.402956
1025 0.000000 0.000000 0.000000 0.211155 0.000000 0.350705
1026 0.000000 0.000000 0.000000 0.196337 0.000000 0.268694
1027 0.000000 0.000000 0.000000 0.193741 0.000000 0.258614
1028 0.000000 0.000000 0.000000 0.201166 0.000000 0.292313
1029 0.000000 0.000000 0.000000 0.204559 0.000000 0.323355
1030 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1031 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1032 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1033 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1034 0.000000 0.000000 0.000000 0.216085 0.000000 0.389593
1035 0.000000 0.000000 0.000000 0.237686 0.000000 0.450148
1036 0.000000 0.000000 0.000000 0.238716 0.000000 0.445098
1037 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
1038 0.000000 0.000000 0.000000 0.198433 0.000000 0.279939
1039 0.000000 0.000000 0.000000 0.195854 0.000000 0.269881
1040 0.000000 0.000000 0.000000 0.204951 0.000000 0.324447
1041 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
1042 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
1043 0.000000 0.000000 0.000000 0.203723 0.000000 0.337790
1044 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1045 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1046 0.000000 0.000000 0.000000 0.214851 0.000000 0.376877
1047 0.000000 0.000000 0.000000 0.236451 0.000000 0.428380
1048 0.000000 0.000000 0.000000 0.238716 0.000000 0.435873
1049 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
1050 0.000000 0.000000 0.000000 0.199211 0.000000 0.296110
1051 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1052 0.000000 0.000000 0.000000 0.204204 0.000000 0.341504
1053 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
1054 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
1055 0.000000 0.000000 0.000000 0.204843 0.000000 0.344874
1056 0.000000 0.000000 0.000000 0.196797 0.000000 0.306860
1057 0.000000 0.000000 0.000000 0.199210 0.000000 0.296109
1058 0.000000 0.000000 0.000000 0.216142 0.000000 0.365212
1059 0.000000 0.000000 0.000000 0.225322 0.000000 0.417478
1060 0.000000 0.000000 0.000000 0.224169 0.000000 0.422681
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1061 0.000000 0.000000 0.000000 0.213732 0.000000 0.376550
1062 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
1063 0.000000 0.000000 0.000000 0.193176 0.000000 0.292110
1064 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
1065 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1066 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
1067 0.000000 0.000000 0.000000 0.197564 0.000000 0.308498
1068 0.000000 0.000000 0.000000 0.195016 0.000000 0.275497
1069 0.000000 0.000000 0.000000 0.200489 0.000000 0.288442
1070 0.000000 0.000000 0.000000 0.224633 0.000000 0.407272
1071 0.000000 0.000000 0.000000 0.238266 0.000000 0.483407
1072 0.000000 0.000000 0.000000 0.237815 0.000000 0.479922
1073 0.000000 0.000000 0.000000 0.215430 0.000000 0.360398
1074 0.000000 0.000000 0.000000 0.199899 0.000000 0.283722
1075 0.000000 0.000000 0.000000 0.203624 0.000000 0.307535
1076 0.000000 0.000000 0.000000 0.210628 0.000000 0.365326
1077 0.000000 0.000000 0.000000 0.213697 0.000000 0.399631
1078 0.000000 0.000000 0.000000 0.214201 0.000000 0.406510
1079 0.000000 0.000000 0.000000 0.213361 0.000000 0.395045
1080 0.000000 0.000000 0.000000 0.208230 0.000000 0.343149
1081 0.000000 0.000000 0.000000 0.197781 0.000000 0.278271
2001 0.000000 0.000000 0.000000 0.266676 0.000000 0.364508
2002 0.000000 0.000000 0.000000 0.285577 0.000000 0.420893
2003 0.000000 0.000000 0.000000 0.299361 0.000000 0.473661
2004 0.000000 0.000000 0.000000 0.303882 0.000000 0.491915
2005 0.000000 0.000000 0.000000 0.304117 0.000000 0.485521
2006 0.000000 0.000000 0.000000 0.303077 0.000000 0.477617
2007 0.000000 0.000000 0.000000 0.293498 0.000000 0.423967
2008 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
2009 0.000000 0.000000 0.000000 0.284924 0.000000 0.372660
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2010 0.000000 0.000000 0.000000 0.350269 0.000000 0.455974
2011 0.000000 0.000000 0.000000 0.492707 0.000000 0.595606
2012 0.000000 0.000000 0.000000 0.497709 0.000000 0.609757
2013 0.000000 0.000000 0.000000 0.418014 0.000000 0.526736
2014 0.000000 0.000000 0.000000 0.288057 0.000000 0.393367
2015 0.000000 0.000000 0.000000 0.278950 0.000000 0.370476
2016 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2017 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2018 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
2019 0.000000 0.000000 0.000000 0.270933 0.000000 0.348349
2020 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
2021 0.000000 0.000000 0.000000 0.305822 0.000000 0.367172
2022 0.000000 0.000000 0.000000 0.348549 0.000000 0.430762
2023 0.000000 0.000000 0.000000 0.364309 0.000000 0.470548
2024 0.000000 0.000000 0.000000 0.364310 0.000000 0.470550
2025 0.000000 0.000000 0.000000 0.332701 0.000000 0.429331
2026 0.000000 0.000000 0.000000 0.286067 0.000000 0.384606
2027 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2028 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2029 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2030 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
2031 0.000000 0.000000 0.000000 0.277261 0.000000 0.366764
2032 0.000000 0.000000 0.000000 0.271977 0.000000 0.350717
2033 0.000000 0.000000 0.000000 0.282155 0.000000 0.373440
2034 0.000000 0.000000 0.000000 0.308419 0.000000 0.452765
2035 0.000000 0.000000 0.000000 0.338320 0.000000 0.506041
2036 0.000000 0.000000 0.000000 0.338321 0.000000 0.506042
2037 0.000000 0.000000 0.000000 0.309185 0.000000 0.455762
2038 0.000000 0.000000 0.000000 0.282056 0.000000 0.374974
2039 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2040 0.000000 0.000000 0.000000 0.273117 0.000000 0.354835
2041 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
2042 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
2043 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
2044 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
2045 0.000000 0.000000 0.000000 0.277927 0.000000 0.359568
2046 0.000000 0.000000 0.000000 0.304195 0.000000 0.437365
2047 0.000000 0.000000 0.000000 0.332864 0.000000 0.485961
2048 0.000000 0.000000 0.000000 0.331895 0.000000 0.480988
2049 0.000000 0.000000 0.000000 0.303226 0.000000 0.432358
2050 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
2051 0.000000 0.000000 0.000000 0.272073 0.000000 0.351628
2052 0.000000 0.000000 0.000000 0.281243 0.000000 0.377822
2053 0.000000 0.000000 0.000000 0.297764 0.000000 0.396461
2054 0.000000 0.000000 0.000000 0.317261 0.000000 0.401383
2055 0.000000 0.000000 0.000000 0.309064 0.000000 0.380530
2056 0.000000 0.000000 0.000000 0.286123 0.000000 0.362797
2057 0.000000 0.000000 0.000000 0.282033 0.000000 0.371716
2058 0.000000 0.000000 0.000000 0.302419 0.000000 0.431278
2059 0.000000 0.000000 0.000000 0.314807 0.000000 0.473832
2060 0.000000 0.000000 0.000000 0.314808 0.000000 0.473833
2061 0.000000 0.000000 0.000000 0.301531 0.000000 0.428151
2062 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
2063 0.000000 0.000000 0.000000 0.291629 0.000000 0.349598
2064 0.000000 0.000000 0.000000 0.334470 0.000000 0.369515
2065 0.000000 0.000000 0.000000 0.341090 0.000000 0.380378
2066 0.000000 0.000000 0.000000 0.303618 0.000000 0.378243
2067 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
2068 0.000000 0.000000 0.000000 0.272683 0.000000 0.352875
2069 0.000000 0.000000 0.000000 0.285872 0.000000 0.386699
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
2070 0.000000 0.000000 0.000000 0.355414 0.000000 0.495697
2071 0.000000 0.000000 0.000000 0.396891 0.000000 0.562938
2072 0.000000 0.000000 0.000000 0.395739 0.000000 0.559007
2073 0.000000 0.000000 0.000000 0.326975 0.000000 0.447878
2074 0.000000 0.000000 0.000000 0.282066 0.000000 0.378949
2075 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
2076 0.000000 0.000000 0.000000 0.285821 0.000000 0.393999
2077 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
2078 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
2079 0.000000 0.000000 0.000000 0.286176 0.000000 0.394336
2080 0.000000 0.000000 0.000000 0.283699 0.000000 0.385326
2081 0.000000 0.000000 0.000000 0.268709 0.000000 0.346114
3001 0.000000 0.000000 0.000000 0.266676 0.000000 0.364506
3002 0.000000 0.000000 0.000000 0.285577 0.000000 0.420890
3003 0.000000 0.000000 0.000000 0.299361 0.000000 0.473657
3004 0.000000 0.000000 0.000000 0.303882 0.000000 0.491912
3005 0.000000 0.000000 0.000000 0.304117 0.000000 0.485520
3006 0.000000 0.000000 0.000000 0.303077 0.000000 0.477617
3007 0.000000 0.000000 0.000000 0.293498 0.000000 0.423967
3008 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
3009 0.000000 0.000000 0.000000 0.284924 0.000000 0.372660
3010 0.000000 0.000000 0.000000 0.350269 0.000000 0.455974
3011 0.000000 0.000000 0.000000 0.492707 0.000000 0.595606
3012 0.000000 0.000000 0.000000 0.497709 0.000000 0.609757
3013 0.000000 0.000000 0.000000 0.418014 0.000000 0.526736
3014 0.000000 0.000000 0.000000 0.288057 0.000000 0.393367
3015 0.000000 0.000000 0.000000 0.278950 0.000000 0.370476
3016 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
3017 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
3018 0.000000 0.000000 0.000000 0.275309 0.000000 0.359664
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3019 0.000000 0.000000 0.000000 0.270933 0.000000 0.348349
3020 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3021 0.000000 0.000000 0.000000 0.305822 0.000000 0.367172
3022 0.000000 0.000000 0.000000 0.348549 0.000000 0.430762
3023 0.000000 0.000000 0.000000 0.364309 0.000000 0.470548
3024 0.000000 0.000000 0.000000 0.364310 0.000000 0.470550
3025 0.000000 0.000000 0.000000 0.332701 0.000000 0.429331
3026 0.000000 0.000000 0.000000 0.286067 0.000000 0.384606
3027 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3028 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3029 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3030 0.000000 0.000000 0.000000 0.286067 0.000000 0.393508
3031 0.000000 0.000000 0.000000 0.277261 0.000000 0.366764
3032 0.000000 0.000000 0.000000 0.271977 0.000000 0.350717
3033 0.000000 0.000000 0.000000 0.282155 0.000000 0.373440
3034 0.000000 0.000000 0.000000 0.308419 0.000000 0.452765
3035 0.000000 0.000000 0.000000 0.338320 0.000000 0.506041
3036 0.000000 0.000000 0.000000 0.338321 0.000000 0.506042
3037 0.000000 0.000000 0.000000 0.309185 0.000000 0.455762
3038 0.000000 0.000000 0.000000 0.282056 0.000000 0.374974
3039 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3040 0.000000 0.000000 0.000000 0.273117 0.000000 0.354835
3041 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
3042 0.000000 0.000000 0.000000 0.281135 0.000000 0.376962
3043 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
3044 0.000000 0.000000 0.000000 0.268307 0.000000 0.341559
3045 0.000000 0.000000 0.000000 0.277927 0.000000 0.359568
3046 0.000000 0.000000 0.000000 0.304195 0.000000 0.437365
3047 0.000000 0.000000 0.000000 0.332864 0.000000 0.485961
3048 0.000000 0.000000 0.000000 0.331895 0.000000 0.480988
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3049 0.000000 0.000000 0.000000 0.303226 0.000000 0.432358
3050 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
3051 0.000000 0.000000 0.000000 0.272073 0.000000 0.351628
3052 0.000000 0.000000 0.000000 0.281243 0.000000 0.377822
3053 0.000000 0.000000 0.000000 0.297764 0.000000 0.396461
3054 0.000000 0.000000 0.000000 0.317261 0.000000 0.401383
3055 0.000000 0.000000 0.000000 0.309064 0.000000 0.380530
3056 0.000000 0.000000 0.000000 0.286123 0.000000 0.362797
3057 0.000000 0.000000 0.000000 0.282033 0.000000 0.371716
3058 0.000000 0.000000 0.000000 0.302419 0.000000 0.431278
3059 0.000000 0.000000 0.000000 0.314807 0.000000 0.473832
3060 0.000000 0.000000 0.000000 0.314808 0.000000 0.473833
3061 0.000000 0.000000 0.000000 0.301531 0.000000 0.428151
3062 0.000000 0.000000 0.000000 0.277927 0.000000 0.359569
3063 0.000000 0.000000 0.000000 0.291629 0.000000 0.349598
3064 0.000000 0.000000 0.000000 0.334470 0.000000 0.369515
3065 0.000000 0.000000 0.000000 0.341090 0.000000 0.380378
3066 0.000000 0.000000 0.000000 0.303618 0.000000 0.378243
3067 0.000000 0.000000 0.000000 0.273118 0.000000 0.354836
3068 0.000000 0.000000 0.000000 0.272683 0.000000 0.352875
3069 0.000000 0.000000 0.000000 0.285872 0.000000 0.386699
3070 0.000000 0.000000 0.000000 0.355414 0.000000 0.495697
3071 0.000000 0.000000 0.000000 0.396891 0.000000 0.562938
3072 0.000000 0.000000 0.000000 0.395739 0.000000 0.559007
3073 0.000000 0.000000 0.000000 0.326975 0.000000 0.447878
3074 0.000000 0.000000 0.000000 0.282066 0.000000 0.378949
3075 0.000000 0.000000 0.000000 0.278349 0.000000 0.368411
3076 0.000000 0.000000 0.000000 0.285821 0.000000 0.393999
3077 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
3078 0.000000 0.000000 0.000000 0.290305 0.000000 0.409352
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
3079 0.000000 0.000000 0.000000 0.286176 0.000000 0.394336
3080 0.000000 0.000000 0.000000 0.283699 0.000000 0.385326
3081 0.000000 0.000000 0.000000 0.268709 0.000000 0.346114
4001 0.000000 0.000000 0.000000 0.203191 0.000000 0.304844
4002 0.000000 0.000000 0.000000 0.213172 0.000000 0.392635
4003 0.000000 0.000000 0.000000 0.215549 0.000000 0.427088
4004 0.000000 0.000000 0.000000 0.216846 0.000000 0.448769
4005 0.000000 0.000000 0.000000 0.216540 0.000000 0.448654
4006 0.000000 0.000000 0.000000 0.216353 0.000000 0.445557
4007 0.000000 0.000000 0.000000 0.214607 0.000000 0.414581
4008 0.000000 0.000000 0.000000 0.207747 0.000000 0.343015
4009 0.000000 0.000000 0.000000 0.197760 0.000000 0.309099
4010 0.000000 0.000000 0.000000 0.209583 0.000000 0.365396
4011 0.000000 0.000000 0.000000 0.261510 0.000000 0.516357
4012 0.000000 0.000000 0.000000 0.262364 0.000000 0.528515
4013 0.000000 0.000000 0.000000 0.227744 0.000000 0.460011
4014 0.000000 0.000000 0.000000 0.203482 0.000000 0.340058
4015 0.000000 0.000000 0.000000 0.195354 0.000000 0.299378
4016 0.000000 0.000000 0.000000 0.196414 0.000000 0.292423
4017 0.000000 0.000000 0.000000 0.202546 0.000000 0.297354
4018 0.000000 0.000000 0.000000 0.201850 0.000000 0.314631
4019 0.000000 0.000000 0.000000 0.199098 0.000000 0.313616
4020 0.000000 0.000000 0.000000 0.198140 0.000000 0.309433
4021 0.000000 0.000000 0.000000 0.198140 0.000000 0.309195
4022 0.000000 0.000000 0.000000 0.210653 0.000000 0.361375
4023 0.000000 0.000000 0.000000 0.219593 0.000000 0.402954
4024 0.000000 0.000000 0.000000 0.219593 0.000000 0.402956
4025 0.000000 0.000000 0.000000 0.211155 0.000000 0.350705
4026 0.000000 0.000000 0.000000 0.196337 0.000000 0.268694
4027 0.000000 0.000000 0.000000 0.193741 0.000000 0.258614
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
4028 0.000000 0.000000 0.000000 0.201166 0.000000 0.292313
4029 0.000000 0.000000 0.000000 0.204559 0.000000 0.323355
4030 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4031 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4032 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4033 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4034 0.000000 0.000000 0.000000 0.216085 0.000000 0.389593
4035 0.000000 0.000000 0.000000 0.237686 0.000000 0.450148
4036 0.000000 0.000000 0.000000 0.238716 0.000000 0.445098
4037 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
4038 0.000000 0.000000 0.000000 0.198433 0.000000 0.279939
4039 0.000000 0.000000 0.000000 0.195854 0.000000 0.269881
4040 0.000000 0.000000 0.000000 0.204951 0.000000 0.324447
4041 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
4042 0.000000 0.000000 0.000000 0.206914 0.000000 0.357354
4043 0.000000 0.000000 0.000000 0.203723 0.000000 0.337790
4044 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4045 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4046 0.000000 0.000000 0.000000 0.214851 0.000000 0.376877
4047 0.000000 0.000000 0.000000 0.236451 0.000000 0.428380
4048 0.000000 0.000000 0.000000 0.238716 0.000000 0.435873
4049 0.000000 0.000000 0.000000 0.218372 0.000000 0.378412
4050 0.000000 0.000000 0.000000 0.199211 0.000000 0.296110
4051 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4052 0.000000 0.000000 0.000000 0.204204 0.000000 0.341504
4053 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
4054 0.000000 0.000000 0.000000 0.208195 0.000000 0.367259
4055 0.000000 0.000000 0.000000 0.204843 0.000000 0.344874
4056 0.000000 0.000000 0.000000 0.196797 0.000000 0.306860
4057 0.000000 0.000000 0.000000 0.199210 0.000000 0.296109
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
4058 0.000000 0.000000 0.000000 0.216142 0.000000 0.365212
4059 0.000000 0.000000 0.000000 0.225322 0.000000 0.417478
4060 0.000000 0.000000 0.000000 0.224169 0.000000 0.422681
4061 0.000000 0.000000 0.000000 0.213732 0.000000 0.376550
4062 0.000000 0.000000 0.000000 0.197115 0.000000 0.306203
4063 0.000000 0.000000 0.000000 0.193176 0.000000 0.292110
4064 0.000000 0.000000 0.000000 0.196414 0.000000 0.304838
4065 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4066 0.000000 0.000000 0.000000 0.201809 0.000000 0.326051
4067 0.000000 0.000000 0.000000 0.197564 0.000000 0.308498
4068 0.000000 0.000000 0.000000 0.195016 0.000000 0.275497
4069 0.000000 0.000000 0.000000 0.200489 0.000000 0.288442
4070 0.000000 0.000000 0.000000 0.224633 0.000000 0.407272
4071 0.000000 0.000000 0.000000 0.238266 0.000000 0.483407
4072 0.000000 0.000000 0.000000 0.237815 0.000000 0.479922
4073 0.000000 0.000000 0.000000 0.215430 0.000000 0.360398
4074 0.000000 0.000000 0.000000 0.199899 0.000000 0.283722
4075 0.000000 0.000000 0.000000 0.203624 0.000000 0.307535
4076 0.000000 0.000000 0.000000 0.210628 0.000000 0.365326
4077 0.000000 0.000000 0.000000 0.213697 0.000000 0.399631
4078 0.000000 0.000000 0.000000 0.214201 0.000000 0.406510
4079 0.000000 0.000000 0.000000 0.213361 0.000000 0.395045
4080 0.000000 0.000000 0.000000 0.208230 0.000000 0.343149
4081 0.000000 0.000000 0.000000 0.197781 0.000000 0.278271
1001001 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001002 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001003 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001004 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001005 0.000000 0.000000 0.000000 0.000000 0.000000 0.022474
1001006 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
Bago
(m2) (m2) (m2) (m4) (m4) (m4)
1001007 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001008 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001009 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001010 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001011 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001012 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001013 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001014 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001015 0.000000 0.000000 0.000000 0.000000 0.000000 0.022467
1001016 0.000000