Pipe Rack surat - TumCivil.com · โครงสร าง PIPE RACK คลังน้ํามัน ... nodes released from floor rigid diaphragm by *Diaphragm Disconnect command.

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โครงสราง PIPE RACK

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1. 3D MODEL

Figure 1 3D MODEL

2. INFORMATION DESIGN 2.1. SEISMIC LOAD

< Seismic Load > [ LOAD CASE : EQX ] CODE = IBC2000 ------------------------------------------------------------------------------------------------------ * MASS GENERATION DATA FOR LATERAL ANALYSIS OF BUILDING [UNIT: kgf, mm] _________________________________________________________ STORY TRANSLATIONAL MASS ROTATIONAL CENTER OF MASS NAME (X-DIR) (Y-DIR) MASS (X-COORD) (Y-COORD) ----------- ----------- ----------- ----------- ----------- ----------- Roof 0.28765976 0.28765976 17231299.8 12743.5529 1000.0 3F 0.31719891 0.31719891 22062798.5 12755.8467 1000.0 2F 0.06610086 0.06610086 10811622.2 12750.0 1000.0 1F 0.0 0.0 0.0 0.0 0.0 ----------- ----------- ----------- ----------- ----------- ----------- TOTAL : 0.67095954 0.67095954 * ADDITIONAL MASSES FOR THE CALCULATION OF EQUIVALENT SEISMIC FORCE _____________________________________________________________________ Note. The following masses are between two adjacent stories or on the nodes released from floor rigid diaphragm by *Diaphragm Disconnect command. The masses are proportionally distributed to upper/lower stories according

to their vertical locations. For dynamic analysis, however, floor masses and masses on vertical elements remain at their original locations. STORY TRANSLATIONAL MASS NAME (X-DIR) (Y-DIR) -------------- ----------- ----------- Roof 0.0 0.0 3F 0.0 0.0 2F 0.0 0.0 1F 0.02953915 0.02953915 -------------- ----------- ----------- TOTAL : 0.02953915 0.02953915 * EQUIVALENT SEISMIC LOAD IN ACCORDANCE WITH IBC 2000(ASCE7-98) [UNIT: kgf, mm] ________________________________________________________________________________ Seismic Design Category : E Site Class : D Mapped Spectral Response Accel. at Short Periods(Ss) : 0.077 Mapped Spectral Response Accel. at 1 sec. Period(S1) : 0.080 Importance Factor (I) : 1.500 Design Spectral Response Accel. at Short Period(Sds) : 0.082 Design Spectral Response Accel. at 1 Sec. Period(Sd1) : 0.128 Fundamental Period Associated With X-direction (Tx) : 0.3593 Response Modification Coefficient for X-direction (Rx) : 4.0000 Seismic Response Coefficient for X-direction (Cs_X) : 0.030800 Fundamental Period Associated With Y-direction (Ty) : 0.3593 Response Modification Coefficient for Y-direction (Ry) : 4.0000 Seismic Response Coefficient for Y-direction (Cs_Y) : 0.030800 Total Effective Weight For X-dir. Seismic Loads (Wx) : 6579.429232 Total Effective Weight For Y-dir. Seismic Loads (Wy) : 6579.429232 Scale Factor For X-directional Seismic Loads : 1.00 Scale Factor For Y-directional Seismic Loads : 0.00 Accidental Eccentricity For X-direction (Ex) : Positive Accidental Eccentricity For Y-direction (Ey) : None Torsional Amplification for Accidental Eccentricity : Consider Torsional Amplification for Inherent Eccentricity : Do not Consider Total Base Shear Of Model For X-direction : 202.646420 Total Base Shear Of Model For Y-direction : 0.000000 Summation Of Wi*Hi^k Of Model For X-direction : 39101744.536722 Summation Of Wi*Hi^k Of Model For Y-direction : 0.000000 -------------------------------------------------------------------------------------- =========================== ECCENTRICITY RELATED DATA =========================== X - D I R E C T I O N A L L O A D Y - D I R E C T I O N A L L O A D STORY ACCIDENTAL INHERENT ACCIDENTAL INHERENT ACCIDENTAL INHERENT ACCIDENTAL INHERENT NAME ECCENT. ECCENT. AMP.FACTOR AMP.FACTOR ECCENT. ECCENT. AMP.FACTOR AMP.FACTOR ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Roof -100.0 0.0 1.0 0.0 0.0 0.0 1.0 0.0 3F -100.0 0.0 1.0 0.0 0.0 0.0 1.0 0.0 2F -100.0 0.0 1.0 0.0 0.0 0.0 1.0 0.0 G.L 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

--------------------------------------------------------------------------------------------------- The accidental amplification factors are automatically set to 1.0 when torsional amplification effect to accidental eccentricity is not considered. The inherent amplification factors are automatically set to 0 when torsional amplification effect to inherent eccentricity is not considered. The inherent amplification factors are all set to 'the input value - 1.0'.(This is to exclude the true inherent torsion) ** Story Force = Seismic Force x Scale Factor + Added Force S E I S M I C L O A D G E N E R A T I O N D A T A X - D I R E C T I O N STORY STORY STORY SEISMIC ADDED STORY STORY OVERTURN. ACCIDENT. INHERENT TOTAL NAME WEIGHT LEVEL FORCE FORCE FORCE SHEAR MOMENT TORSION TORSION TORSION ---------- -------- ------- -------- -------- -------- -------- --------- --------- --------- --------- Roof 2820.792 6800.0 99.40832 0.0 99.40832 0.0 0.0 9940.832 0.0 9940.832 3F 3110.453 5800.0 93.49629 0.0 93.49629 99.40832 99408.32 9349.629 0.0 9349.629 2F 648.185 2900.0 9.741813 0.0 9.741813 192.9046 658831.7 974.1813 0.0 974.1813 G.L. -- 0.0 -- -- -- 202.6464 1.2e+006 --- --- --- ------------------------------------------------------------------------------------------------------- S E I S M I C L O A D G E N E R A T I O N D A T A Y - D I R E C T I O N STORY STORY STORY SEISMIC ADDED STORY STORY OVERTURN. ACCIDENT. INHERENT TOTAL NAME WEIGHT LEVEL FORCE FORCE FORCE SHEAR MOMENT TORSION TORSION TORSION ---------- -------- ------- -------- -------- -------- -------- --------- --------- --------- --------- Roof 2820.792 6800.0 99.40832 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3F 3110.453 5800.0 93.49629 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2F 648.185 2900.0 9.741813 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G.L. -- 0.0 -- -- -- 0.0 0.0 --- --- --- ------------------------------------------------------------------------------------------------------- ================================================= COMMENTS ABOUT TORSION ================================================= ------------------------------------------------------------------------------------------------------- If torsional amplification effects are considered : ------------------------------------------------------------------------------------------------------- Accidental Torsion = Story Force * Accidental Eccentricity * Amp. Factor for Accidental Eccentricity Inherent Torsion = Story Force * Inherent Eccentricity * Amp. Factor for Inherent Eccentricity ------------------------------------------------------------------------------------------------------- If torsional amplification effects are not considered : ------------------------------------------------------------------------------------------------------- Accidental Torsion = Story Force * Accidental Eccentricity Inherent Torsion = 0 ------------------------------------------------------------------------------------------------------- The inherent torsion above is the additional torsion due to torsional amplification effect. The true inherent torsion is considered automatically in analysis stage when the seismic force is applied to the structure.

< Seismic Load > [ LOAD CASE : EQY ] CODE = IBC2000 ------------------------------------------------------------------------------------------------------ * MASS GENERATION DATA FOR LATERAL ANALYSIS OF BUILDING [UNIT: kgf, mm] _________________________________________________________ STORY TRANSLATIONAL MASS ROTATIONAL CENTER OF MASS NAME (X-DIR) (Y-DIR) MASS (X-COORD) (Y-COORD) ----------- ----------- ----------- ----------- ----------- ----------- Roof 0.28765976 0.28765976 17231299.8 12743.5529 1000.0 3F 0.31719891 0.31719891 22062798.5 12755.8467 1000.0 2F 0.06610086 0.06610086 10811622.2 12750.0 1000.0 1F 0.0 0.0 0.0 0.0 0.0 ----------- ----------- ----------- ----------- ----------- ----------- TOTAL : 0.67095954 0.67095954 * ADDITIONAL MASSES FOR THE CALCULATION OF EQUIVALENT SEISMIC FORCE _____________________________________________________________________ Note. The following masses are between two adjacent stories or on the nodes released from floor rigid diaphragm by *Diaphragm Disconnect command. The masses are proportionally distributed to upper/lower stories according to their vertical locations. For dynamic analysis, however, floor masses and masses on vertical elements remain at their original locations. STORY TRANSLATIONAL MASS NAME (X-DIR) (Y-DIR) -------------- ----------- ----------- Roof 0.0 0.0 3F 0.0 0.0 2F 0.0 0.0 1F 0.02953915 0.02953915 -------------- ----------- ----------- TOTAL : 0.02953915 0.02953915 * EQUIVALENT SEISMIC LOAD IN ACCORDANCE WITH IBC 2000(ASCE7-98) [UNIT: kgf, mm] ________________________________________________________________________________ Seismic Design Category : E Site Class : D Mapped Spectral Response Accel. at Short Periods(Ss) : 0.077 Mapped Spectral Response Accel. at 1 sec. Period(S1) : 0.080 Importance Factor (I) : 1.500 Design Spectral Response Accel. at Short Period(Sds) : 0.082 Design Spectral Response Accel. at 1 Sec. Period(Sd1) : 0.128 Fundamental Period Associated With X-direction (Tx) : 0.3593 Response Modification Coefficient for X-direction (Rx) : 4.0000 Seismic Response Coefficient for X-direction (Cs_X) : 0.030800 Fundamental Period Associated With Y-direction (Ty) : 0.3593 Response Modification Coefficient for Y-direction (Ry) : 4.0000 Seismic Response Coefficient for Y-direction (Cs_Y) : 0.030800 Total Effective Weight For X-dir. Seismic Loads (Wx) : 6579.429232 Total Effective Weight For Y-dir. Seismic Loads (Wy) : 6579.429232 Scale Factor For X-directional Seismic Loads : 0.00 Scale Factor For Y-directional Seismic Loads : 1.00 Accidental Eccentricity For X-direction (Ex) : None Accidental Eccentricity For Y-direction (Ey) : Positive Torsional Amplification for Accidental Eccentricity : Consider Torsional Amplification for Inherent Eccentricity : Do not Consider Total Base Shear Of Model For X-direction : 0.000000 Total Base Shear Of Model For Y-direction : 202.646420 Summation Of Wi*Hi^k Of Model For X-direction : 0.000000 Summation Of Wi*Hi^k Of Model For Y-direction : 39101744.536722 --------------------------------------------------------------------------------------

=========================== ECCENTRICITY RELATED DATA =========================== X - D I R E C T I O N A L L O A D Y - D I R E C T I O N A L L O A D STORY ACCIDENTAL INHERENT ACCIDENTAL INHERENT ACCIDENTAL INHERENT ACCIDENTAL INHERENT NAME ECCENT. ECCENT. AMP.FACTOR AMP.FACTOR ECCENT. ECCENT. AMP.FACTOR AMP.FACTOR ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Roof 0.0 0.0 1.0 0.0 1275.0 0.0 1.0 0.0 3F 0.0 0.0 1.0 0.0 1275.0 0.0 1.0 0.0 2F 0.0 0.0 1.0 0.0 1275.0 0.0 1.0 0.0 G.L 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------- The accidental amplification factors are automatically set to 1.0 when torsional amplification effect to accidental eccentricity is not considered. The inherent amplification factors are automatically set to 0 when torsional amplification effect to inherent eccentricity is not considered. The inherent amplification factors are all set to 'the input value - 1.0'.(This is to exclude the true inherent torsion) ------------------------------------------------------------------------------------------------------- ** Story Force = Seismic Force x Scale Factor + Added Force S E I S M I C L O A D G E N E R A T I O N D A T A X - D I R E C T I O N STORY STORY STORY SEISMIC ADDED STORY STORY OVERTURN. ACCIDENT. INHERENT TOTAL NAME WEIGHT LEVEL FORCE FORCE FORCE SHEAR MOMENT TORSION TORSION TORSION ---------- -------- ------- -------- -------- -------- -------- --------- --------- --------- --------- Roof 2820.792 6800.0 99.40832 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3F 3110.453 5800.0 93.49629 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2F 648.185 2900.0 9.741813 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G.L. -- 0.0 -- -- -- 0.0 0.0 --- --- --- ------------------------------------------------------------------------------------------------------- S E I S M I C L O A D G E N E R A T I O N D A T A Y - D I R E C T I O N STORY STORY STORY SEISMIC ADDED STORY STORY OVERTURN. ACCIDENT. INHERENT TOTAL NAME WEIGHT LEVEL FORCE FORCE FORCE SHEAR MOMENT TORSION TORSION TORSION ---------- -------- ------- -------- -------- -------- -------- --------- --------- --------- --------- Roof 2820.792 6800.0 99.40832 0.0 99.40832 0.0 0.0 126745.6 0.0 126745.6 3F 3110.453 5800.0 93.49629 0.0 93.49629 99.40832 99408.32 119207.8 0.0 119207.8 2F 648.185 2900.0 9.741813 0.0 9.741813 192.9046 658831.7 12420.81 0.0 12420.81 G.L. -- 0.0 -- -- -- 202.6464 1.2e+006 --- --- ---

================================================= COMMENTS ABOUT TORSION ================================================= ------------------------------------------------------------------------------------------------------- If torsional amplification effects are considered : ------------------------------------------------------------------------------------------------------- Accidental Torsion = Story Force * Accidental Eccentricity * Amp. Factor for Accidental Eccentricity Inherent Torsion = Story Force * Inherent Eccentricity * Amp. Factor for Inherent Eccentricity ------------------------------------------------------------------------------------------------------- If torsional amplification effects are not considered : ------------------------------------------------------------------------------------------------------- Accidental Torsion = Story Force * Accidental Eccentricity Inherent Torsion = 0 ------------------------------------------------------------------------------------------------------- The inherent torsion above is the additional torsion due to torsional amplification effect. The true inherent torsion is considered automatically in analysis stage when the seismic force is applied to the structure. ---------------------------------------------------------------------------------------------------

2.2. LOAD COMBINATION < Load Combination >

** STEEL DESIGN NO NAME TYPE ACTIVE DESCRIPTION -------- ---------- ---------- ---------- --------------------------------------------- 1 sLCB1 Add ACTIVE D + L 2 sLCB2 Add ACTIVE 0.75(D + L + EQX) 3 sLCB3 Add ACTIVE 0.75(D + L + EQY) 4 sLCB4 Add ACTIVE 0.75(D + L - EQX) 5 sLCB5 Add ACTIVE 0.75(D + L - EQY) 6 sLCB6 Add ACTIVE 0.75(D + EQX) 7 sLCB7 Add ACTIVE 0.75(D + EQY) 8 sLCB8 Add ACTIVE 0.75(D - EQX) 9 sLCB9 Add ACTIVE 0.75(D - EQY) 10 sLCB10 Add ACTIVE 0.75(D + L + (1.0)RX) 11 sLCB11 Add ACTIVE 0.75(D + L + (1.0)RY) 12 sLCB12 Add ACTIVE 0.75(D + L - (1.0)RX) 13 sLCB13 Add ACTIVE 0.75(D + L - (1.0)RY) 14 sLCB14 Add ACTIVE 0.75(D + (1.0)RX) 15 sLCB15 Add ACTIVE 0.75(D + (1.0)RY) 16 sLCB16 Add ACTIVE 0.75(D - (1.0)RX) 17 sLCB17 Add ACTIVE 0.75(D - (1.0)RY)

3. SEISMIC AND LOAD PROFILE(STORY SHEAR)

Figure 2 SLProf EQX

Figure 3 SLProf2 EQY

4. SHOW RESPONSE SPECTRUM FUNCTION

Figure 4 RSFunc

5. GRAPHIC DETAIL 5.1 DISPLACEMENT CONTOUR 5.1.2 LOAD CASE LCB 1

Figure 5 Disp LCB1

5.1.2 LOAD CASE LCB 2

Figure 6 Disp LCB2

5.1.3. LOAD CASE LCB3

Figure 7 Disp LCB 3

5.14. LOAD CASE LCB6

Figure 8 Disp LCB 6

5.15. LOAD CASE LCB7

Figure 9 Disp LCB7


Figure 10 Disp LCB 10







5.2. BENDING DIAGRAM AT STRUCTURE (LCB 1)

Figure 14 BeamDiag

6. RESULT

6.1.DESIGN MEMBER Table 1 STLCDCHK

MEMB SECT Section CHK

COM SHR SEL

Material Fy

173 1 Steel Col, H 200x200x8/12 OK

0.113 0.041 0

A36 25.3105 214 2 Upper_Lower, H 150x150x7/10

OK 0.111 0.034

0 A36 25.3105

96 3 Diagonal, C 125x65x6/8 OK

0.604 0.001 0

A36 25.3105 93 4 Vertical, C 125x65x6/8

OK 0.019 0.000

0 A36 25.3105

165 5 BS1, C 125x65x6/8 OK

0.168 0.037 0

A36 25.3105 6 6 BS2, H 100x100x6/8

OK 0.111 0.023

0 A36 25.3105

6.2 DISPLACEMENT Table 2 Disp

Node Load DX (mm) DY (mm) DZ (mm)

1 sLCB1 0.000000 0.000000 0.000000

2 sLCB1 0.000000 0.000000 0.000000 3 sLCB1 0.000000 0.000000 0.000000

4 sLCB1 0.000000 0.000000 0.000000 5 sLCB1 0.001147 -0.003119 -0.157586

6 sLCB1 0.001147 -0.003416 -0.157587 7 sLCB1 0.001170 -0.003119 -0.150809

8 sLCB1 0.001170 -0.003416 -0.150806 9 sLCB1 0.004566 -0.008929 -0.311549

10 sLCB1 0.004566 -0.009032 -1.291135 11 sLCB1 0.004566 -0.009135 -2.223250

12 sLCB1 0.004566 -0.009237 -2.983392 13 sLCB1 0.004566 -0.009340 -3.638730

14 sLCB1 0.004566 -0.009443 -4.143889

15 sLCB1 0.004566 -0.009546 -4.539896 16 sLCB1 0.004566 -0.009649 -4.786113

17 sLCB1 0.004566 -0.009752 -4.923094 18 sLCB1 0.004566 -0.009854 -4.910292

19 sLCB1 0.004566 -0.009957 -4.788252 20 sLCB1 0.004566 -0.010060 -4.516429

21 sLCB1 0.004566 -0.010163 -4.135363 22 sLCB1 0.004566 -0.010266 -3.604553

23 sLCB1 0.004566 -0.010368 -2.964072 24 sLCB1 0.004566 -0.010471 -2.176235

25 sLCB1 0.004566 -0.010574 -1.253172

26 sLCB1 0.004566 -0.010677 -0.311551 27 sLCB1 0.004703 -0.008929 -0.297984

28 sLCB1 0.004703 -0.009032 -1.234765 29 sLCB1 0.004703 -0.009135 -2.126126

30 sLCB1 0.004703 -0.009237 -2.853065 31 sLCB1 0.004703 -0.009340 -3.479750

32 sLCB1 0.004703 -0.009443 -3.962847 33 sLCB1 0.004703 -0.009546 -4.341534

34 sLCB1 0.004703 -0.009649 -4.577006 35 sLCB1 0.004703 -0.009752 -4.707987

36 sLCB1 0.004703 -0.009854 -4.695759 37 sLCB1 0.004703 -0.009957 -4.579039

38 sLCB1 0.004703 -0.010060 -4.319110

39 sLCB1 0.004703 -0.010163 -3.954683 40 sLCB1 0.004703 -0.010266 -3.447085

41 sLCB1 0.004703 -0.010368 -2.834580 42 sLCB1 0.004703 -0.010471 -2.081187

43 sLCB1 0.004703 -0.010574 -1.198454 44 sLCB1 0.004703 -0.010677 -0.297978

45 sLCB1 0.002791 -0.010734 -0.359189 46 sLCB1 0.002791 -0.010889 -1.292450

47 sLCB1 0.002791 -0.011045 -2.211118 48 sLCB1 0.002791 -0.011200 -2.993424

49 sLCB1 0.002791 -0.011356 -3.628549

50 sLCB1 0.002791 -0.011512 -4.154026 51 sLCB1 0.002791 -0.011667 -4.529758

52 sLCB1 0.002791 -0.011823 -4.796250 53 sLCB1 0.002791 -0.011979 -4.912957

54 sLCB1 0.002791 -0.012134 -4.920428 55 sLCB1 0.002791 -0.012290 -4.778115

56 sLCB1 0.002791 -0.012446 -4.526567 57 sLCB1 0.002791 -0.012601 -4.125228


58 sLCB1 0.002791 -0.012757 -3.614716 59 sLCB1 0.002791 -0.012912 -2.954093

60 sLCB1 0.002791 -0.013068 -2.187810 61 sLCB1 0.002791 -0.013224 -1.252683

62 sLCB1 0.002791 -0.013379 -0.316090 63 sLCB1 0.002998 -0.010734 -0.343522

64 sLCB1 0.002998 -0.010889 -1.236010 65 sLCB1 0.002998 -0.011045 -2.114540

66 sLCB1 0.002998 -0.011200 -2.862644 67 sLCB1 0.002998 -0.011356 -3.470028

68 sLCB1 0.002998 -0.011512 -3.972526

69 sLCB1 0.002998 -0.011667 -4.331854 70 sLCB1 0.002998 -0.011823 -4.586685

71 sLCB1 0.002998 -0.011979 -4.698307 72 sLCB1 0.002998 -0.012134 -4.705438

73 sLCB1 0.002998 -0.012290 -4.569359 74 sLCB1 0.002998 -0.012446 -4.328790

75 sLCB1 0.002998 -0.012601 -3.945005 76 sLCB1 0.002998 -0.012757 -3.456789

77 sLCB1 0.002998 -0.012912 -2.825052 78 sLCB1 0.002998 -0.013068 -2.092242

79 sLCB1 0.002998 -0.013224 -1.197999 80 sLCB1 0.002998 -0.013379 -0.302292

1 sLCB2 0.000000 0.000000 0.000000

2 sLCB2 0.000000 0.000000 0.000000 3 sLCB2 0.000000 0.000000 0.000000

4 sLCB2 0.000000 0.000000 0.000000 5 sLCB2 0.349808 -0.007433 -0.117976

6 sLCB2 0.349808 0.002531 -0.118403 7 sLCB2 0.349027 -0.007433 -0.112901

8 sLCB2 0.349027 0.002531 -0.113310 9 sLCB2 0.746349 -0.018896 -0.233225

10 sLCB2 0.746349 -0.017538 -0.970126 11 sLCB2 0.746349 -0.016180 -1.668549

12 sLCB2 0.746349 -0.014822 -2.238633

13 sLCB2 0.746349 -0.013464 -2.729939 14 sLCB2 0.746349 -0.012105 -3.108624

15 sLCB2 0.746349 -0.010747 -3.405441 16 sLCB2 0.746349 -0.009389 -3.589914

17 sLCB2 0.746349 -0.008031 -3.692462 18 sLCB2 0.746349 -0.006673 -3.682671

19 sLCB2 0.746349 -0.005315 -3.590953 20 sLCB2 0.746349 -0.003957 -3.386897

21 sLCB2 0.746349 -0.002599 -3.100908 22 sLCB2 0.746349 -0.001241 -2.702613

23 sLCB2 0.746349 0.000117 -2.222040 24 sLCB2 0.746349 0.001475 -1.631028

25 sLCB2 0.746349 0.002833 -0.937641

26 sLCB2 0.746349 0.004192 -0.234100 27 sLCB2 0.744538 -0.018896 -0.223087

28 sLCB2 0.744538 -0.017538 -0.927867 29 sLCB2 0.744538 -0.016180 -1.595726

30 sLCB2 0.744538 -0.014822 -2.140905 31 sLCB2 0.744538 -0.013464 -2.610718

32 sLCB2 0.744538 -0.012105 -2.972855 33 sLCB2 0.744538 -0.010747 -3.256679

34 sLCB2 0.744538 -0.009389 -3.433092 35 sLCB2 0.744538 -0.008031 -3.531137

36 sLCB2 0.744538 -0.006673 -3.521775

37 sLCB2 0.744538 -0.005315 -3.434044


38 sLCB2 0.744538 -0.003957 -3.238906 39 sLCB2 0.744538 -0.002599 -2.965394

40 sLCB2 0.744538 -0.001241 -2.584506 41 sLCB2 0.744538 0.000117 -2.124913

42 sLCB2 0.744538 0.001475 -1.559731 43 sLCB2 0.744538 0.002833 -0.896595

44 sLCB2 0.744538 0.004192 -0.223884 45 sLCB2 0.746011 -0.021183 -0.269016

46 sLCB2 0.746011 -0.019755 -0.970965 47 sLCB2 0.746011 -0.018327 -1.659566

48 sLCB2 0.746011 -0.016898 -2.246146

49 sLCB2 0.746011 -0.015470 -2.722307 50 sLCB2 0.746011 -0.014042 -3.116226

51 sLCB2 0.746011 -0.012613 -3.397837 52 sLCB2 0.746011 -0.011185 -3.597517

53 sLCB2 0.746011 -0.009757 -3.684859 54 sLCB2 0.746011 -0.008328 -3.690274

55 sLCB2 0.746011 -0.006900 -3.583351 56 sLCB2 0.746011 -0.005471 -3.394500

57 sLCB2 0.746011 -0.004043 -3.093308 58 sLCB2 0.746011 -0.002615 -2.710233

59 sLCB2 0.746011 -0.001186 -2.214574 60 sLCB2 0.746011 0.000242 -1.639664

61 sLCB2 0.746011 0.001670 -0.937865

62 sLCB2 0.746011 0.003099 -0.237473 63 sLCB2 0.744106 -0.021183 -0.257310

64 sLCB2 0.744106 -0.019755 -0.928652 65 sLCB2 0.744106 -0.018327 -1.587152

66 sLCB2 0.744106 -0.016898 -2.148078 67 sLCB2 0.744106 -0.015470 -2.603431

68 sLCB2 0.744106 -0.014042 -2.980114 69 sLCB2 0.744106 -0.012613 -3.249419

70 sLCB2 0.744106 -0.011185 -3.440351 71 sLCB2 0.744106 -0.009757 -3.523877

72 sLCB2 0.744106 -0.008328 -3.529034

73 sLCB2 0.744106 -0.006900 -3.426784 74 sLCB2 0.744106 -0.005471 -3.246166

75 sLCB2 0.744106 -0.004043 -2.958137 76 sLCB2 0.744106 -0.002615 -2.591782

77 sLCB2 0.744106 -0.001186 -2.117785 78 sLCB2 0.744106 0.000242 -1.567976

79 sLCB2 0.744106 0.001670 -0.896841 80 sLCB2 0.744106 0.003099 -0.227089

1 sLCB3 0.000000 0.000000 0.000000 2 sLCB3 0.000000 0.000000 0.000000

3 sLCB3 0.000000 0.000000 0.000000 4 sLCB3 0.000000 0.000000 0.000000

5 sLCB3 0.005951 0.947199 -0.115492

6 sLCB3 0.005951 1.076799 -0.115579 7 sLCB3 -0.004213 0.947199 -0.115804

8 sLCB3 -0.004213 1.076799 -0.115716 9 sLCB3 0.015618 3.545689 -0.230780

10 sLCB3 0.015618 3.563902 -0.965579 11 sLCB3 0.015618 3.582114 -1.664652

12 sLCB3 0.015618 3.600326 -2.234780 13 sLCB3 0.015618 3.618538 -2.726298

14 sLCB3 0.015618 3.636750 -3.105182 15 sLCB3 0.015618 3.654962 -3.402203

16 sLCB3 0.015618 3.673175 -3.586880

17 sLCB3 0.015618 3.691387 -3.689631


18 sLCB3 0.015618 3.709599 -3.680044 19 sLCB3 0.015618 3.727811 -3.588529

20 sLCB3 0.015618 3.746023 -3.384677 21 sLCB3 0.015618 3.764235 -3.098892

22 sLCB3 0.015618 3.782448 -2.700800 23 sLCB3 0.015618 3.800660 -2.220453

24 sLCB3 0.015618 3.818872 -1.629593 25 sLCB3 0.015618 3.837084 -0.937271

26 sLCB3 0.015618 3.855296 -0.231236 27 sLCB3 -0.008665 3.545689 -0.226369

28 sLCB3 -0.008665 3.563902 -0.928847

29 sLCB3 -0.008665 3.582114 -1.597380 30 sLCB3 -0.008665 3.600326 -2.142562

31 sLCB3 -0.008665 3.618538 -2.612562 32 sLCB3 -0.008665 3.636750 -2.974869

33 sLCB3 -0.008665 3.654962 -3.258870 34 sLCB3 -0.008665 3.673175 -3.435459

35 sLCB3 -0.008665 3.691387 -3.533680 36 sLCB3 -0.008665 3.709599 -3.524494

37 sLCB3 -0.008665 3.727811 -3.436939 38 sLCB3 -0.008665 3.746023 -3.241977

39 sLCB3 -0.008665 3.764235 -2.968642 40 sLCB3 -0.008665 3.782448 -2.587929

41 sLCB3 -0.008665 3.800660 -2.128536

42 sLCB3 -0.008665 3.818872 -1.563473 43 sLCB3 -0.008665 3.837084 -0.901448

44 sLCB3 -0.008665 3.855296 -0.225911 45 sLCB3 0.015219 4.717933 -0.266451

46 sLCB3 0.015219 4.737505 -0.966574 47 sLCB3 0.015219 4.757076 -1.655557

48 sLCB3 0.015219 4.776648 -2.242305 49 sLCB3 0.015219 4.796220 -2.718663

50 sLCB3 0.015219 4.815792 -3.112785 51 sLCB3 0.015219 4.835364 -3.394599

52 sLCB3 0.015219 4.854936 -3.594483

53 sLCB3 0.015219 4.874507 -3.682028 54 sLCB3 0.015219 4.894079 -3.687647

55 sLCB3 0.015219 4.913651 -3.580927 56 sLCB3 0.015219 4.933223 -3.392280

57 sLCB3 0.015219 4.952795 -3.091291 58 sLCB3 0.015219 4.972367 -2.708422

59 sLCB3 0.015219 4.991938 -2.212969 60 sLCB3 0.015219 5.011510 -1.638276

61 sLCB3 0.015219 5.031082 -0.936923 62 sLCB3 0.015219 5.050654 -0.234642

63 sLCB3 -0.010877 4.717933 -0.260582 64 sLCB3 -0.010877 4.737505 -0.929771

65 sLCB3 -0.010877 4.757076 -1.588687

66 sLCB3 -0.010877 4.776648 -2.149747 67 sLCB3 -0.010877 4.796220 -2.605270

68 sLCB3 -0.010877 4.815792 -2.982129 69 sLCB3 -0.010877 4.835364 -3.251610

70 sLCB3 -0.010877 4.854936 -3.442718 71 sLCB3 -0.010877 4.874507 -3.526420

72 sLCB3 -0.010877 4.894079 -3.531753 73 sLCB3 -0.010877 4.913651 -3.429679

74 sLCB3 -0.010877 4.933223 -3.249237 75 sLCB3 -0.010877 4.952795 -2.961384

76 sLCB3 -0.010877 4.972367 -2.595207

77 sLCB3 -0.010877 4.991938 -2.121389


78 sLCB3 -0.010877 5.011510 -1.571763 79 sLCB3 -0.010877 5.031082 -0.901088

80 sLCB3 -0.010877 5.050654 -0.229144 1 sLCB6 0.000000 0.000000 0.000000

2 sLCB6 0.000000 0.000000 0.000000 3 sLCB6 0.000000 0.000000 0.000000

4 sLCB6 0.000000 0.000000 0.000000 5 sLCB6 0.349644 -0.007433 -0.096567

6 sLCB6 0.349644 0.002531 -0.096994 7 sLCB6 0.348863 -0.007433 -0.091492

8 sLCB6 0.348863 0.002531 -0.091901

9 sLCB6 0.745694 -0.018896 -0.190407 10 sLCB6 0.745694 -0.017538 -0.784468

11 sLCB6 0.745694 -0.016180 -1.346858 12 sLCB6 0.745694 -0.014822 -1.806081

13 sLCB6 0.745694 -0.013464 -2.201721 14 sLCB6 0.745694 -0.012105 -2.506747

15 sLCB6 0.745694 -0.010747 -2.745733 16 sLCB6 0.745694 -0.009389 -2.894326

17 sLCB6 0.745694 -0.008031 -2.976833 18 sLCB6 0.745694 -0.006673 -2.968950

19 sLCB6 0.745694 -0.005315 -2.894981 20 sLCB6 0.745694 -0.003957 -2.730622

21 sLCB6 0.745694 -0.002599 -2.500172

22 sLCB6 0.745694 -0.001241 -2.179359 23 sLCB6 0.745694 0.000117 -1.792172

24 sLCB6 0.745694 0.001475 -1.316141 25 sLCB6 0.745694 0.002833 -0.757359

26 sLCB6 0.745694 0.004192 -0.191282 27 sLCB6 0.743883 -0.018896 -0.180269

28 sLCB6 0.743883 -0.017538 -0.742209 29 sLCB6 0.743883 -0.016180 -1.274036

30 sLCB6 0.743883 -0.014822 -1.708352 31 sLCB6 0.743883 -0.013464 -2.082500

32 sLCB6 0.743883 -0.012105 -2.370978

33 sLCB6 0.743883 -0.010747 -2.596972 34 sLCB6 0.743883 -0.009389 -2.737503

35 sLCB6 0.743883 -0.008031 -2.815508 36 sLCB6 0.743883 -0.006673 -2.808053

37 sLCB6 0.743883 -0.005315 -2.738071 38 sLCB6 0.743883 -0.003957 -2.582631

39 sLCB6 0.743883 -0.002599 -2.364658 40 sLCB6 0.743883 -0.001241 -2.061252

41 sLCB6 0.743883 0.000117 -1.695044 42 sLCB6 0.743883 0.001475 -1.244844

43 sLCB6 0.743883 0.002833 -0.716313 44 sLCB6 0.743883 0.004192 -0.181067

45 sLCB6 0.745611 -0.021183 -0.219393

46 sLCB6 0.745611 -0.019755 -0.785060 47 sLCB6 0.745611 -0.018327 -1.339692

48 sLCB6 0.745611 -0.016898 -1.812082 49 sLCB6 0.745611 -0.015470 -2.195622

50 sLCB6 0.745611 -0.014042 -2.512822 51 sLCB6 0.745611 -0.012613 -2.739657

52 sLCB6 0.745611 -0.011185 -2.900401 53 sLCB6 0.745611 -0.009757 -2.970757

54 sLCB6 0.745611 -0.008328 -2.975026 55 sLCB6 0.745611 -0.006900 -2.888905

56 sLCB6 0.745611 -0.005471 -2.736698

57 sLCB6 0.745611 -0.004043 -2.494099


58 sLCB6 0.745611 -0.002615 -2.185448 59 sLCB6 0.745611 -0.001186 -1.786210

60 sLCB6 0.745611 0.000242 -1.323039 61 sLCB6 0.745611 0.001670 -0.757707

62 sLCB6 0.745611 0.003099 -0.194129 63 sLCB6 0.743706 -0.021183 -0.207688

64 sLCB6 0.743706 -0.019755 -0.742747 65 sLCB6 0.743706 -0.018327 -1.267278

66 sLCB6 0.743706 -0.016898 -1.714014 67 sLCB6 0.743706 -0.015470 -2.076746

68 sLCB6 0.743706 -0.014042 -2.376710

69 sLCB6 0.743706 -0.012613 -2.591238 70 sLCB6 0.743706 -0.011185 -2.743236

71 sLCB6 0.743706 -0.009757 -2.809775 72 sLCB6 0.743706 -0.008328 -2.813786

73 sLCB6 0.743706 -0.006900 -2.732339 74 sLCB6 0.743706 -0.005471 -2.588364

75 sLCB6 0.743706 -0.004043 -2.358927 76 sLCB6 0.743706 -0.002615 -2.066997

77 sLCB6 0.743706 -0.001186 -1.689420 78 sLCB6 0.743706 0.000242 -1.251351

79 sLCB6 0.743706 0.001670 -0.716684 80 sLCB6 0.743706 0.003099 -0.183745

1 sLCB7 0.000000 0.000000 0.000000

2 sLCB7 0.000000 0.000000 0.000000 3 sLCB7 0.000000 0.000000 0.000000

4 sLCB7 0.000000 0.000000 0.000000 5 sLCB7 0.005788 0.947199 -0.094083

6 sLCB7 0.005788 1.076799 -0.094170 7 sLCB7 -0.004377 0.947199 -0.094395

8 sLCB7 -0.004377 1.076799 -0.094307 9 sLCB7 0.014963 3.545689 -0.187962

10 sLCB7 0.014963 3.563902 -0.779920 11 sLCB7 0.014963 3.582114 -1.342961

12 sLCB7 0.014963 3.600326 -1.802227

13 sLCB7 0.014963 3.618538 -2.198080 14 sLCB7 0.014963 3.636750 -2.503305

15 sLCB7 0.014963 3.654962 -2.742495 16 sLCB7 0.014963 3.673175 -2.891291

17 sLCB7 0.014963 3.691387 -2.974002 18 sLCB7 0.014963 3.709599 -2.966323

19 sLCB7 0.014963 3.727811 -2.892557 20 sLCB7 0.014963 3.746023 -2.728402

21 sLCB7 0.014963 3.764235 -2.498156 22 sLCB7 0.014963 3.782448 -2.177545

23 sLCB7 0.014963 3.800660 -1.790585 24 sLCB7 0.014963 3.818872 -1.314705

25 sLCB7 0.014963 3.837084 -0.756989

26 sLCB7 0.014963 3.855296 -0.188419 27 sLCB7 -0.009320 3.545689 -0.183552

28 sLCB7 -0.009320 3.563902 -0.743189 29 sLCB7 -0.009320 3.582114 -1.275689

30 sLCB7 -0.009320 3.600326 -1.710010 31 sLCB7 -0.009320 3.618538 -2.084344

32 sLCB7 -0.009320 3.636750 -2.372992 33 sLCB7 -0.009320 3.654962 -2.599162

34 sLCB7 -0.009320 3.673175 -2.739870 35 sLCB7 -0.009320 3.691387 -2.818050

36 sLCB7 -0.009320 3.709599 -2.810772

37 sLCB7 -0.009320 3.727811 -2.740966


38 sLCB7 -0.009320 3.746023 -2.585702 39 sLCB7 -0.009320 3.764235 -2.367906

40 sLCB7 -0.009320 3.782448 -2.064674 41 sLCB7 -0.009320 3.800660 -1.698668

42 sLCB7 -0.009320 3.818872 -1.248586 43 sLCB7 -0.009320 3.837084 -0.721167

44 sLCB7 -0.009320 3.855296 -0.183093 45 sLCB7 0.014819 4.717933 -0.216829

46 sLCB7 0.014819 4.737505 -0.780669 47 sLCB7 0.014819 4.757076 -1.335683

48 sLCB7 0.014819 4.776648 -1.808240

49 sLCB7 0.014819 4.796220 -2.191978 50 sLCB7 0.014819 4.815792 -2.509381

51 sLCB7 0.014819 4.835364 -2.736419 52 sLCB7 0.014819 4.854936 -2.897367

53 sLCB7 0.014819 4.874507 -2.967926 54 sLCB7 0.014819 4.894079 -2.972398

55 sLCB7 0.014819 4.913651 -2.886481 56 sLCB7 0.014819 4.933223 -2.734478

57 sLCB7 0.014819 4.952795 -2.492082 58 sLCB7 0.014819 4.972367 -2.183637

59 sLCB7 0.014819 4.991938 -1.784605 60 sLCB7 0.014819 5.011510 -1.321651

61 sLCB7 0.014819 5.031082 -0.756765

62 sLCB7 0.014819 5.050654 -0.191298 63 sLCB7 -0.011277 4.717933 -0.210959

64 sLCB7 -0.011277 4.737505 -0.743867 65 sLCB7 -0.011277 4.757076 -1.268813

66 sLCB7 -0.011277 4.776648 -1.715682 67 sLCB7 -0.011277 4.796220 -2.078586

68 sLCB7 -0.011277 4.815792 -2.378725 69 sLCB7 -0.011277 4.835364 -2.593429

70 sLCB7 -0.011277 4.854936 -2.745603 71 sLCB7 -0.011277 4.874507 -2.812318

72 sLCB7 -0.011277 4.894079 -2.816505

73 sLCB7 -0.011277 4.913651 -2.735234 74 sLCB7 -0.011277 4.933223 -2.591435

75 sLCB7 -0.011277 4.952795 -2.362175 76 sLCB7 -0.011277 4.972367 -2.070422

77 sLCB7 -0.011277 4.991938 -1.693025 78 sLCB7 -0.011277 5.011510 -1.255138

79 sLCB7 -0.011277 5.031082 -0.720931 80 sLCB7 -0.011277 5.050654 -0.185800

1 sLCB10 0.000000 0.000000 0.000000 2 sLCB10 0.000000 0.000000 0.000000

3 sLCB10 0.000000 0.000000 0.000000 4 sLCB10 0.000000 0.000000 0.000000

5 sLCB10 0.088790 -0.002339 -0.118137

6 sLCB10 0.088790 -0.002562 -0.118139 7 sLCB10 0.088807 -0.002339 -0.113055

8 sLCB10 0.088807 -0.002562 -0.113053 9 sLCB10 0.190492 -0.006697 -0.233559

10 sLCB10 0.190492 -0.006774 -0.967901 11 sLCB10 0.190492 -0.006851 -1.667152

12 sLCB10 0.190492 -0.006928 -2.237264 13 sLCB10 0.190492 -0.007005 -2.728817

14 sLCB10 0.190492 -0.007082 -3.107733 15 sLCB10 0.190492 -0.007159 -3.404787

16 sLCB10 0.190492 -0.007237 -3.589498

17 sLCB10 0.190492 -0.007314 -3.692282


18 sLCB10 0.190492 -0.007391 -3.682709 19 sLCB10 0.190492 -0.007468 -3.591131

20 sLCB10 0.190492 -0.007545 -3.387215 21 sLCB10 0.190492 -0.007622 -3.101367

22 sLCB10 0.190492 -0.007699 -2.703212 23 sLCB10 0.190492 -0.007776 -2.222798

24 sLCB10 0.190492 -0.007853 -1.631886 25 sLCB10 0.190492 -0.007930 -0.939318

26 sLCB10 0.190492 -0.008008 -0.233560 27 sLCB10 0.190594 -0.006697 -0.223385

28 sLCB10 0.190594 -0.006774 -0.925623

29 sLCB10 0.190594 -0.006851 -1.594309 30 sLCB10 0.190594 -0.006928 -2.139519

31 sLCB10 0.190594 -0.007005 -2.609582 32 sLCB10 0.190594 -0.007082 -2.971952

33 sLCB10 0.190594 -0.007159 -3.256015 34 sLCB10 0.190594 -0.007237 -3.432667

35 sLCB10 0.190594 -0.007314 -3.530951 36 sLCB10 0.190594 -0.007391 -3.521809

37 sLCB10 0.190594 -0.007468 -3.434221 38 sLCB10 0.190594 -0.007545 -3.239226

39 sLCB10 0.190594 -0.007622 -2.965857 40 sLCB10 0.190594 -0.007699 -2.585111

41 sLCB10 0.190594 -0.007776 -2.125679

42 sLCB10 0.190594 -0.007853 -1.560600 43 sLCB10 0.190594 -0.007930 -0.898279

44 sLCB10 0.190594 -0.008008 -0.223380 45 sLCB10 0.189387 -0.008050 -0.269305

46 sLCB10 0.189387 -0.008167 -0.968924 47 sLCB10 0.189387 -0.008284 -1.658024

48 sLCB10 0.189387 -0.008400 -2.244791 49 sLCB10 0.189387 -0.008517 -2.721181

50 sLCB10 0.189387 -0.008634 -3.115336 51 sLCB10 0.189387 -0.008751 -3.397183

52 sLCB10 0.189387 -0.008867 -3.597100

53 sLCB10 0.189387 -0.008984 -3.684679 54 sLCB10 0.189387 -0.009101 -3.690311

55 sLCB10 0.189387 -0.009217 -3.583528 56 sLCB10 0.189387 -0.009334 -3.394818

57 sLCB10 0.189387 -0.009451 -3.093766 58 sLCB10 0.189387 -0.009568 -2.710834

59 sLCB10 0.189387 -0.009684 -2.215318 60 sLCB10 0.189387 -0.009801 -1.640556

61 sLCB10 0.189387 -0.009918 -0.939098 62 sLCB10 0.189387 -0.010035 -0.236972

63 sLCB10 0.189543 -0.008050 -0.257555 64 sLCB10 0.189543 -0.008167 -0.926594

65 sLCB10 0.189543 -0.008284 -1.585590

66 sLCB10 0.189543 -0.008400 -2.146706 67 sLCB10 0.189543 -0.008517 -2.602290

68 sLCB10 0.189543 -0.008634 -2.979211 69 sLCB10 0.189543 -0.008751 -3.248755

70 sLCB10 0.189543 -0.008867 -3.439927 71 sLCB10 0.189543 -0.008984 -3.523692

72 sLCB10 0.189543 -0.009101 -3.529069 73 sLCB10 0.189543 -0.009217 -3.426961

74 sLCB10 0.189543 -0.009334 -3.246485 75 sLCB10 0.189543 -0.009451 -2.958599

76 sLCB10 0.189543 -0.009568 -2.592389

77 sLCB10 0.189543 -0.009684 -2.118537


78 sLCB10 0.189543 -0.009801 -1.568880 79 sLCB10 0.189543 -0.009918 -0.898085

80 sLCB10 0.189543 -0.010035 -0.226624 1 sLCB11 0.000000 0.000000 0.000000

2 sLCB11 0.000000 0.000000 0.000000 3 sLCB11 0.000000 0.000000 0.000000

4 sLCB11 0.000000 0.000000 0.000000 5 sLCB11 0.088790 -0.002339 -0.118137

6 sLCB11 0.088790 -0.002562 -0.118139 7 sLCB11 0.088807 -0.002339 -0.113055

8 sLCB11 0.088807 -0.002562 -0.113053

9 sLCB11 0.190492 -0.006697 -0.233559 10 sLCB11 0.190492 -0.006774 -0.967901

11 sLCB11 0.190492 -0.006851 -1.667152 12 sLCB11 0.190492 -0.006928 -2.237264

13 sLCB11 0.190492 -0.007005 -2.728817 14 sLCB11 0.190492 -0.007082 -3.107733

15 sLCB11 0.190492 -0.007159 -3.404787 16 sLCB11 0.190492 -0.007237 -3.589498

17 sLCB11 0.190492 -0.007314 -3.692282 18 sLCB11 0.190492 -0.007391 -3.682709

19 sLCB11 0.190492 -0.007468 -3.591131 20 sLCB11 0.190492 -0.007545 -3.387215

21 sLCB11 0.190492 -0.007622 -3.101367

22 sLCB11 0.190492 -0.007699 -2.703212 23 sLCB11 0.190492 -0.007776 -2.222798

24 sLCB11 0.190492 -0.007853 -1.631886 25 sLCB11 0.190492 -0.007930 -0.939318

26 sLCB11 0.190492 -0.008008 -0.233560 27 sLCB11 0.190594 -0.006697 -0.223385

28 sLCB11 0.190594 -0.006774 -0.925623 29 sLCB11 0.190594 -0.006851 -1.594309

30 sLCB11 0.190594 -0.006928 -2.139519 31 sLCB11 0.190594 -0.007005 -2.609582

32 sLCB11 0.190594 -0.007082 -2.971952

33 sLCB11 0.190594 -0.007159 -3.256015 34 sLCB11 0.190594 -0.007237 -3.432667

35 sLCB11 0.190594 -0.007314 -3.530951 36 sLCB11 0.190594 -0.007391 -3.521809

37 sLCB11 0.190594 -0.007468 -3.434221 38 sLCB11 0.190594 -0.007545 -3.239226

39 sLCB11 0.190594 -0.007622 -2.965857 40 sLCB11 0.190594 -0.007699 -2.585111

41 sLCB11 0.190594 -0.007776 -2.125679 42 sLCB11 0.190594 -0.007853 -1.560600

43 sLCB11 0.190594 -0.007930 -0.898279 44 sLCB11 0.190594 -0.008008 -0.223380

45 sLCB11 0.189387 -0.008050 -0.269305

46 sLCB11 0.189387 -0.008167 -0.968924 47 sLCB11 0.189387 -0.008284 -1.658024

48 sLCB11 0.189387 -0.008400 -2.244791 49 sLCB11 0.189387 -0.008517 -2.721181

50 sLCB11 0.189387 -0.008634 -3.115336 51 sLCB11 0.189387 -0.008751 -3.397183

52 sLCB11 0.189387 -0.008867 -3.597100 53 sLCB11 0.189387 -0.008984 -3.684679

54 sLCB11 0.189387 -0.009101 -3.690311 55 sLCB11 0.189387 -0.009217 -3.583528

56 sLCB11 0.189387 -0.009334 -3.394818

57 sLCB11 0.189387 -0.009451 -3.093766


58 sLCB11 0.189387 -0.009568 -2.710834 59 sLCB11 0.189387 -0.009684 -2.215318

60 sLCB11 0.189387 -0.009801 -1.640556 61 sLCB11 0.189387 -0.009918 -0.939098

62 sLCB11 0.189387 -0.010035 -0.236972 63 sLCB11 0.189543 -0.008050 -0.257555

64 sLCB11 0.189543 -0.008167 -0.926594 65 sLCB11 0.189543 -0.008284 -1.585590

66 sLCB11 0.189543 -0.008400 -2.146706 67 sLCB11 0.189543 -0.008517 -2.602290

68 sLCB11 0.189543 -0.008634 -2.979211

69 sLCB11 0.189543 -0.008751 -3.248755 70 sLCB11 0.189543 -0.008867 -3.439927

71 sLCB11 0.189543 -0.008984 -3.523692 72 sLCB11 0.189543 -0.009101 -3.529069

73 sLCB11 0.189543 -0.009217 -3.426961 74 sLCB11 0.189543 -0.009334 -3.246485

75 sLCB11 0.189543 -0.009451 -2.958599 76 sLCB11 0.189543 -0.009568 -2.592389

77 sLCB11 0.189543 -0.009684 -2.118537 78 sLCB11 0.189543 -0.009801 -1.568880

79 sLCB11 0.189543 -0.009918 -0.898085 80 sLCB11 0.189543 -0.010035 -0.226624

1 sLCB14 0.000000 0.000000 0.000000

2 sLCB14 0.000000 0.000000 0.000000 3 sLCB14 0.000000 0.000000 0.000000

4 sLCB14 0.000000 0.000000 0.000000 5 sLCB14 0.088626 -0.002339 -0.096729

6 sLCB14 0.088626 -0.002562 -0.096730 7 sLCB14 0.088643 -0.002339 -0.091646

8 sLCB14 0.088643 -0.002562 -0.091644 9 sLCB14 0.189837 -0.006697 -0.190741

10 sLCB14 0.189837 -0.006774 -0.782242 11 sLCB14 0.189837 -0.006851 -1.345461

12 sLCB14 0.189837 -0.006928 -1.804711

13 sLCB14 0.189837 -0.007005 -2.200600 14 sLCB14 0.189837 -0.007082 -2.505856

15 sLCB14 0.189837 -0.007159 -2.745079 16 sLCB14 0.189837 -0.007237 -2.893909

17 sLCB14 0.189837 -0.007314 -2.976653 18 sLCB14 0.189837 -0.007391 -2.968988

19 sLCB14 0.189837 -0.007468 -2.895158 20 sLCB14 0.189837 -0.007545 -2.730940

21 sLCB14 0.189837 -0.007622 -2.500631 22 sLCB14 0.189837 -0.007699 -2.179958

23 sLCB14 0.189837 -0.007776 -1.792930 24 sLCB14 0.189837 -0.007853 -1.316999

25 sLCB14 0.189837 -0.007930 -0.759036

26 sLCB14 0.189837 -0.008008 -0.190743 27 sLCB14 0.189940 -0.006697 -0.180567

28 sLCB14 0.189940 -0.006774 -0.739965 29 sLCB14 0.189940 -0.006851 -1.272618

30 sLCB14 0.189940 -0.006928 -1.706966 31 sLCB14 0.189940 -0.007005 -2.081364

32 sLCB14 0.189940 -0.007082 -2.370075 33 sLCB14 0.189940 -0.007159 -2.596308

34 sLCB14 0.189940 -0.007237 -2.737078 35 sLCB14 0.189940 -0.007314 -2.815322

36 sLCB14 0.189940 -0.007391 -2.808088

37 sLCB14 0.189940 -0.007468 -2.738248


38 sLCB14 0.189940 -0.007545 -2.582950 39 sLCB14 0.189940 -0.007622 -2.365121

40 sLCB14 0.189940 -0.007699 -2.061857 41 sLCB14 0.189940 -0.007776 -1.695811

42 sLCB14 0.189940 -0.007853 -1.245713 43 sLCB14 0.189940 -0.007930 -0.717997

44 sLCB14 0.189940 -0.008008 -0.180563 45 sLCB14 0.188987 -0.008050 -0.219683

46 sLCB14 0.188987 -0.008167 -0.783019 47 sLCB14 0.188987 -0.008284 -1.338150

48 sLCB14 0.188987 -0.008400 -1.810726

49 sLCB14 0.188987 -0.008517 -2.194496 50 sLCB14 0.188987 -0.008634 -2.511932

51 sLCB14 0.188987 -0.008751 -2.739003 52 sLCB14 0.188987 -0.008867 -2.899984

53 sLCB14 0.188987 -0.008984 -2.970577 54 sLCB14 0.188987 -0.009101 -2.975063

55 sLCB14 0.188987 -0.009217 -2.889083 56 sLCB14 0.188987 -0.009334 -2.737016

57 sLCB14 0.188987 -0.009451 -2.494557 58 sLCB14 0.188987 -0.009568 -2.186049

59 sLCB14 0.188987 -0.009684 -1.786954 60 sLCB14 0.188987 -0.009801 -1.323931

61 sLCB14 0.188987 -0.009918 -0.758941

62 sLCB14 0.188987 -0.010035 -0.193627 63 sLCB14 0.189143 -0.008050 -0.207932

64 sLCB14 0.189143 -0.008167 -0.740689 65 sLCB14 0.189143 -0.008284 -1.265716

66 sLCB14 0.189143 -0.008400 -1.712641 67 sLCB14 0.189143 -0.008517 -2.075605

68 sLCB14 0.189143 -0.008634 -2.375807 69 sLCB14 0.189143 -0.008751 -2.590574

70 sLCB14 0.189143 -0.008867 -2.742811 71 sLCB14 0.189143 -0.008984 -2.809590

72 sLCB14 0.189143 -0.009101 -2.813820

73 sLCB14 0.189143 -0.009217 -2.732515 74 sLCB14 0.189143 -0.009334 -2.588683

75 sLCB14 0.189143 -0.009451 -2.359390 76 sLCB14 0.189143 -0.009568 -2.067604

77 sLCB14 0.189143 -0.009684 -1.690173 78 sLCB14 0.189143 -0.009801 -1.252255

79 sLCB14 0.189143 -0.009918 -0.717928 80 sLCB14 0.189143 -0.010035 -0.183279

1 sLCB15 0.000000 0.000000 0.000000 2 sLCB15 0.000000 0.000000 0.000000

3 sLCB15 0.000000 0.000000 0.000000 4 sLCB15 0.000000 0.000000 0.000000

5 sLCB15 0.088626 -0.002339 -0.096729

6 sLCB15 0.088626 -0.002562 -0.096730 7 sLCB15 0.088643 -0.002339 -0.091646

8 sLCB15 0.088643 -0.002562 -0.091644 9 sLCB15 0.189837 -0.006697 -0.190741

10 sLCB15 0.189837 -0.006774 -0.782242 11 sLCB15 0.189837 -0.006851 -1.345461

12 sLCB15 0.189837 -0.006928 -1.804711 13 sLCB15 0.189837 -0.007005 -2.200600

14 sLCB15 0.189837 -0.007082 -2.505856 15 sLCB15 0.189837 -0.007159 -2.745079

16 sLCB15 0.189837 -0.007237 -2.893909

17 sLCB15 0.189837 -0.007314 -2.976653


18 sLCB15 0.189837 -0.007391 -2.968988 19 sLCB15 0.189837 -0.007468 -2.895158

20 sLCB15 0.189837 -0.007545 -2.730940 21 sLCB15 0.189837 -0.007622 -2.500631

22 sLCB15 0.189837 -0.007699 -2.179958 23 sLCB15 0.189837 -0.007776 -1.792930

24 sLCB15 0.189837 -0.007853 -1.316999 25 sLCB15 0.189837 -0.007930 -0.759036

26 sLCB15 0.189837 -0.008008 -0.190743 27 sLCB15 0.189940 -0.006697 -0.180567

28 sLCB15 0.189940 -0.006774 -0.739965

29 sLCB15 0.189940 -0.006851 -1.272618 30 sLCB15 0.189940 -0.006928 -1.706966

31 sLCB15 0.189940 -0.007005 -2.081364 32 sLCB15 0.189940 -0.007082 -2.370075

33 sLCB15 0.189940 -0.007159 -2.596308 34 sLCB15 0.189940 -0.007237 -2.737078

35 sLCB15 0.189940 -0.007314 -2.815322 36 sLCB15 0.189940 -0.007391 -2.808088

37 sLCB15 0.189940 -0.007468 -2.738248 38 sLCB15 0.189940 -0.007545 -2.582950

39 sLCB15 0.189940 -0.007622 -2.365121 40 sLCB15 0.189940 -0.007699 -2.061857

41 sLCB15 0.189940 -0.007776 -1.695811

42 sLCB15 0.189940 -0.007853 -1.245713 43 sLCB15 0.189940 -0.007930 -0.717997

44 sLCB15 0.189940 -0.008008 -0.180563 45 sLCB15 0.188987 -0.008050 -0.219683

46 sLCB15 0.188987 -0.008167 -0.783019 47 sLCB15 0.188987 -0.008284 -1.338150

48 sLCB15 0.188987 -0.008400 -1.810726 49 sLCB15 0.188987 -0.008517 -2.194496

50 sLCB15 0.188987 -0.008634 -2.511932 51 sLCB15 0.188987 -0.008751 -2.739003

52 sLCB15 0.188987 -0.008867 -2.899984

53 sLCB15 0.188987 -0.008984 -2.970577 54 sLCB15 0.188987 -0.009101 -2.975063

55 sLCB15 0.188987 -0.009217 -2.889083 56 sLCB15 0.188987 -0.009334 -2.737016

57 sLCB15 0.188987 -0.009451 -2.494557 58 sLCB15 0.188987 -0.009568 -2.186049

59 sLCB15 0.188987 -0.009684 -1.786954 60 sLCB15 0.188987 -0.009801 -1.323931

61 sLCB15 0.188987 -0.009918 -0.758941 62 sLCB15 0.188987 -0.010035 -0.193627

63 sLCB15 0.189143 -0.008050 -0.207932 64 sLCB15 0.189143 -0.008167 -0.740689

65 sLCB15 0.189143 -0.008284 -1.265716

66 sLCB15 0.189143 -0.008400 -1.712641 67 sLCB15 0.189143 -0.008517 -2.075605

68 sLCB15 0.189143 -0.008634 -2.375807 69 sLCB15 0.189143 -0.008751 -2.590574

70 sLCB15 0.189143 -0.008867 -2.742811 71 sLCB15 0.189143 -0.008984 -2.809590

72 sLCB15 0.189143 -0.009101 -2.813820 73 sLCB15 0.189143 -0.009217 -2.732515

74 sLCB15 0.189143 -0.009334 -2.588683 75 sLCB15 0.189143 -0.009451 -2.359390

76 sLCB15 0.189143 -0.009568 -2.067604

77 sLCB15 0.189143 -0.009684 -1.690173


78 sLCB15 0.189143 -0.009801 -1.252255 79 sLCB15 0.189143 -0.009918 -0.717928

80 sLCB15 0.189143 -0.010035 -0.183279

7. CONCLUDE 7.1. การกําหนด LOAD เพื่อวิเคราะห RACK ดังกลาว ไดกําหนดแรงๆตางๆดังนี้

DL = DEAD LOAD LL = LIVE LOAD EQ = EARTHQUAKE LOAD R = RESPONSE SPECTRUM LOAD

7.2. สําหรับ CODE ท่ีใชในการตรวจสอบแรงแผนดนิไหวจะพจิารณาจาก IBC CODE และ มยผ. 1302 มาตรฐานการออกแบบอาคารตานทานการส่ันสะเทือนของแผนดนิไหว ของ กรมโยธาธิการ 7.3. สําหรับการวิเคราะหจะหาคาท่ีมากท่ีสุดท่ีเกิดข้ึนจากคาตางๆ ของการรวมแรงตามเงือนไขของ CODE ดังกลาว ซ่ึงแบงเปน LOAD CASE (SLCB)ตางๆท้ังหมด 17 LOAD CASE จะไดคาการเคล่ือนตัว สูงสุดของการรวมแรงตาม ซ่ึงจะเกดิข้ึนท่ี LOAD CASE ซ่ึงจะไดผลการวิเคราะหของคาสูงสุดดังนี ้

- การเคล่ือนตัวในแนวดิ่ง(DZ)จะมากท่ี SLCB 1 นั่นคือ DZ = 4.912957 mm.

- การเคล่ือนตัวในแนวราบทาง X(DX)จะมากท่ี SLCB 11นั่นคือ DX = 0.190492 mm.

- การเคล่ือนตัวในแนวราบทาง Y(DY) จะมากท่ี SLCB 3 นั่นคือ DY = 5.050654 mm.

เม่ือ DX = คาการเคล่ือนตัวในแนวราบ ทางแนว X DY = คาการเคล่ือนตัวในแนวราบ ทางแนว Y DZ = คาการเคล่ือนตัวในแนวดิ่ง

7.4. การตรวจสอบการตานทานของโครงเหล็ก จากการวิเคราะห พบวา มีคาการโกงตัวไมเกินคาท่ีกําหนด ไว นัน้คือมีคาการโกงตัวเทากับ 4.912957 mm.(SLCB 1)(ท่ีกําหนดให = L/360 =25,500/360 = 70.8 mm. )และหนาตัดของเหล็กท้ังหมด ยังสามารถรับแรงท่ีเกิดข้ึนได ดูไดจาก DESIGN MEMBER

สรุป : จากการวิเคราะหการตานทานแรงเนือ่งจากการส่ันสะเทือนของแผนดินไหวพบวาช้ินสวนโครงสรางท้ังหมดของ RACK สามารถตานทานการส่ันสะเทือนของแรงแผนดนิไหวท่ีจะเกิดข้ีนไดในโซน ดังกลาวตาม มาตรฐานการออกแบบอาคารตานทานการส่ันสะเทือนของแผนดินไหว ของกรมโยธาธิการ

Pipe Rack surat - TumCivil.com · โครงสร าง PIPE RACK คลังน้ํามัน ... nodes released from floor rigid diaphragm by *Diaphragm Disconnect command.

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