Output

125
Tuesday, October 06, 2015, 01:04 PM PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= OCT 6, 2015 * * Time= 12:33:16 * * * * USER ID: Hewlett-Packard Company * **************************************************** 1. STAAD SPACE INPUT FILE: C:\Users\Admin\Desktop\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.STD 2. START JOB INFORMATION 3. ENGINEER DATE 03-OCT-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 6 0; 3 0.5 0 0; 4 0.5 6 0; 5 0 0 0.5; 6 0 6 0.5; 7 0.5 0 0.5 9. 8 0.5 6 0.5; 9 0 0.25 0.5; 10 0 0.5 0; 11 0 1 0; 12 0 1.5 0; 13 0 2 0 10. 14 0 2.5 0; 15 0 3 0; 16 0 3.5 0; 17 0 4 0; 18 0 4.5 0; 19 0 5 0; 20 0 5.5 0 11. 21 0 0.75 0.5; 22 0 1.25 0.5; 23 0 1.75 0.5; 24 0 2.25 0.5; 25 0 2.75 0.5 12. 26 0 3.25 0.5; 27 0 3.75 0.5; 28 0 4.25 0.5; 29 0 4.75 0.5; 30 0 5.25 0.5 13. 31 0 5.75 0.5; 32 0.5 0.25 0.5; 33 0.5 0.5 0; 34 0.5 0.75 0.5; 35 0.5 1 0 14. 36 0.5 1.25 0.5; 37 0.5 1.5 0; 38 0.5 1.75 0.5; 39 0.5 2 0; 40 0.5 2.25 0.5 15. 41 0.5 2.5 0; 42 0.5 2.75 0.5; 43 0.5 3 0; 44 0.5 3.25 0.5; 45 0.5 3.5 0 16. 46 0.5 3.75 0.5; 47 0.5 4 0; 48 0.5 4.25 0.5; 49 0.5 4.5 0; 50 0.5 4.75 0.5 17. 51 0.5 5 0; 52 0.5 5.25 0.5; 53 0.5 5.5 0; 54 0.5 5.75 0.5; 55 0.5 0.25 0 18. 56 0.5 0.75 0; 57 0.5 1.25 0; 58 0.5 1.75 0; 59 0.5 2.25 0; 60 0.5 2.75 0 19. 61 0.5 3.25 0; 62 0.5 3.75 0; 63 0.5 4.25 0; 64 0.5 4.75 0; 65 0.5 5.25 0 20. 66 0.5 5.75 0; 67 0 0.5 0.5; 68 0 1 0.5; 69 0 1.5 0.5; 70 0 2 0.5 21. 71 0 2.5 0.5; 72 0 3 0.5; 73 0 3.5 0.5; 74 0 4 0.5; 75 0 4.5 0.5; 76 0 5 0.5 22. 77 0 5.5 0.5 23. MEMBER INCIDENCES 24. 1 1 10; 2 3 55; 3 5 9; 4 7 32; 5 9 67; 6 1 9; 7 10 11; 8 11 12; 9 12 13 25. 10 13 14; 11 14 15; 12 15 16; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 20 2 26. 18 9 10; 19 21 68; 20 10 21; 21 21 11; 22 22 69; 23 11 22; 24 22 12; 25 23 70 27. 26 12 23; 27 23 13; 28 24 71; 29 25 72; 30 26 73; 31 13 24; 32 24 14; 33 14 25 28. 34 25 15; 35 15 26; 36 27 74; 37 28 75; 38 29 76; 39 30 77; 40 26 16; 41 16 27 29. 42 27 17; 43 17 28; 44 28 18; 45 18 29; 46 29 19; 47 19 30; 48 30 20; 49 31 6 30. 50 20 31; 51 31 2; 52 2 6; 53 6 8; 54 2 4; 55 4 8; 56 32 34; 57 3 32; 58 33 56 31. 59 32 33; 60 34 36; 61 33 34; 62 35 57; 63 34 35; 64 36 38; 65 35 36; 66 37 58 32. 67 36 37; 68 38 40; 69 37 38; 70 39 59; 71 38 39; 72 40 42; 73 39 40; 74 41 60 33. 75 40 41; 76 42 44; 77 41 42; 78 43 61; 79 42 43; 80 44 46; 81 43 44; 82 45 62 34. 83 44 45; 84 46 48; 85 45 46; 86 47 63; 87 46 47; 88 48 50; 89 47 48; 90 49 64 35. 91 48 49; 92 50 52; 93 49 50; 94 51 65; 95 50 51; 96 52 54; 97 51 52; 98 53 66 36. 99 52 53; 100 54 8; 101 53 54; 102 54 4; 103 55 33; 104 1 55; 105 55 10 37. 106 56 35; 107 10 56; 108 56 11; 109 57 37; 110 58 39; 111 59 41; 112 11 57 38. 113 57 12; 114 12 58; 115 58 13; 116 13 59; 117 59 14; 118 60 43; 119 61 45 Page 1 of 125 C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

description

Column Design by stadd

Transcript of Output

Page 1: Output

Tuesday, October 06, 2015, 01:04 PM

PAGE NO. 1

****************************************************

* *

* STAAD.Pro V8i SELECTseries6 *

* Version 20.07.11.33 *

* Proprietary Program of *

* Bentley Systems, Inc. *

* Date= OCT 6, 2015 *

* Time= 12:33:16 *

* *

* USER ID: Hewlett-Packard Company *

****************************************************

1. STAAD SPACE

INPUT FILE: C:\Users\Admin\Desktop\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.STD

2. START JOB INFORMATION

3. ENGINEER DATE 03-OCT-15

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER KN

7. JOINT COORDINATES

8. 1 0 0 0; 2 0 6 0; 3 0.5 0 0; 4 0.5 6 0; 5 0 0 0.5; 6 0 6 0.5; 7 0.5 0 0.5

9. 8 0.5 6 0.5; 9 0 0.25 0.5; 10 0 0.5 0; 11 0 1 0; 12 0 1.5 0; 13 0 2 0

10. 14 0 2.5 0; 15 0 3 0; 16 0 3.5 0; 17 0 4 0; 18 0 4.5 0; 19 0 5 0; 20 0 5.5 0

11. 21 0 0.75 0.5; 22 0 1.25 0.5; 23 0 1.75 0.5; 24 0 2.25 0.5; 25 0 2.75 0.5

12. 26 0 3.25 0.5; 27 0 3.75 0.5; 28 0 4.25 0.5; 29 0 4.75 0.5; 30 0 5.25 0.5

13. 31 0 5.75 0.5; 32 0.5 0.25 0.5; 33 0.5 0.5 0; 34 0.5 0.75 0.5; 35 0.5 1 0

14. 36 0.5 1.25 0.5; 37 0.5 1.5 0; 38 0.5 1.75 0.5; 39 0.5 2 0; 40 0.5 2.25 0.5

15. 41 0.5 2.5 0; 42 0.5 2.75 0.5; 43 0.5 3 0; 44 0.5 3.25 0.5; 45 0.5 3.5 0

16. 46 0.5 3.75 0.5; 47 0.5 4 0; 48 0.5 4.25 0.5; 49 0.5 4.5 0; 50 0.5 4.75 0.5

17. 51 0.5 5 0; 52 0.5 5.25 0.5; 53 0.5 5.5 0; 54 0.5 5.75 0.5; 55 0.5 0.25 0

18. 56 0.5 0.75 0; 57 0.5 1.25 0; 58 0.5 1.75 0; 59 0.5 2.25 0; 60 0.5 2.75 0

19. 61 0.5 3.25 0; 62 0.5 3.75 0; 63 0.5 4.25 0; 64 0.5 4.75 0; 65 0.5 5.25 0

20. 66 0.5 5.75 0; 67 0 0.5 0.5; 68 0 1 0.5; 69 0 1.5 0.5; 70 0 2 0.5

21. 71 0 2.5 0.5; 72 0 3 0.5; 73 0 3.5 0.5; 74 0 4 0.5; 75 0 4.5 0.5; 76 0 5 0.5

22. 77 0 5.5 0.5

23. MEMBER INCIDENCES

24. 1 1 10; 2 3 55; 3 5 9; 4 7 32; 5 9 67; 6 1 9; 7 10 11; 8 11 12; 9 12 13

25. 10 13 14; 11 14 15; 12 15 16; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 20 2

26. 18 9 10; 19 21 68; 20 10 21; 21 21 11; 22 22 69; 23 11 22; 24 22 12; 25 23 70

27. 26 12 23; 27 23 13; 28 24 71; 29 25 72; 30 26 73; 31 13 24; 32 24 14; 33 14 25

28. 34 25 15; 35 15 26; 36 27 74; 37 28 75; 38 29 76; 39 30 77; 40 26 16; 41 16 27

29. 42 27 17; 43 17 28; 44 28 18; 45 18 29; 46 29 19; 47 19 30; 48 30 20; 49 31 6

30. 50 20 31; 51 31 2; 52 2 6; 53 6 8; 54 2 4; 55 4 8; 56 32 34; 57 3 32; 58 33 56

31. 59 32 33; 60 34 36; 61 33 34; 62 35 57; 63 34 35; 64 36 38; 65 35 36; 66 37 58

32. 67 36 37; 68 38 40; 69 37 38; 70 39 59; 71 38 39; 72 40 42; 73 39 40; 74 41 60

33. 75 40 41; 76 42 44; 77 41 42; 78 43 61; 79 42 43; 80 44 46; 81 43 44; 82 45 62

34. 83 44 45; 84 46 48; 85 45 46; 86 47 63; 87 46 47; 88 48 50; 89 47 48; 90 49 64

35. 91 48 49; 92 50 52; 93 49 50; 94 51 65; 95 50 51; 96 52 54; 97 51 52; 98 53 66

36. 99 52 53; 100 54 8; 101 53 54; 102 54 4; 103 55 33; 104 1 55; 105 55 10

37. 106 56 35; 107 10 56; 108 56 11; 109 57 37; 110 58 39; 111 59 41; 112 11 57

38. 113 57 12; 114 12 58; 115 58 13; 116 13 59; 117 59 14; 118 60 43; 119 61 45

Page 1 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 2

39. 120 62 47; 121 63 49; 122 64 51; 123 65 53; 124 66 4; 125 14 60; 126 60 15

40. 127 15 61; 128 61 16; 129 16 62; 130 62 17; 131 17 63; 132 63 18; 133 18 64

41. 134 64 19; 135 19 65; 136 65 20; 137 20 66; 138 54 2; 139 5 32; 140 67 21

42. 141 32 67; 142 67 34; 143 68 22; 144 34 68; 145 68 36; 146 69 23; 147 36 69

43. 148 69 38; 149 70 24; 150 38 70; 151 70 40; 152 71 25; 153 40 71; 154 71 42

44. 155 72 26; 156 42 72; 157 72 44; 158 73 27; 159 44 73; 160 73 46; 161 74 28

45. 162 46 74; 163 74 48; 164 75 29; 165 48 75; 166 75 50; 167 76 30; 168 50 76

46. 169 76 52; 170 77 31; 171 52 77; 172 77 54

47. DEFINE MATERIAL START

48. ISOTROPIC STEEL

49. E 2.05E+008

50. POISSON 0.3

51. DENSITY 76.8195

52. ALPHA 1.2E-005

53. DAMP 0.03

54. TYPE STEEL

55. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2

56. END DEFINE MATERIAL

57. MEMBER PROPERTY BRITISH

58. 1 TO 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 56 58 60 62 64 66 68 70 72 74 -

59. 76 78 80 82 84 86 88 90 92 94 96 98 100 103 106 109 TO 111 118 TO 124 140 -

60. 143 146 149 152 155 158 161 164 167 170 TABLE ST UA100X100X8

61. 6 18 20 21 23 24 26 27 31 TO 35 40 TO 48 50 TO 55 57 59 61 63 65 67 69 71 -

62. 73 75 77 79 81 83 85 87 89 91 93 95 97 99 101 102 104 105 107 108 -

63. 112 TO 117 125 TO 139 141 142 144 145 147 148 150 151 153 154 156 157 159 -

64. 160 162 163 165 166 168 169 171 172 TABLE ST UA50X50X5

65. CONSTANTS

66. MATERIAL STEEL ALL

67. SUPPORTS

68. 1 3 5 7 FIXED

69. LOAD 1 LOADTYPE DEAD TITLE DL

70. SELFWEIGHT Y -1

71. JOINT LOAD

72. 2 4 6 8 FY -7

73. LOAD 2 LOADTYPE WIND TITLE WL

74. MEMBER LOAD

75. 1 3 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 140 143 146 149 152 155 158 161 -

76. 164 167 170 UNI GX 10.5

77. LOAD COMB 3 GENERATED BRITISH BS 5950 1

78. 1 1.4

79. LOAD COMB 4 GENERATED BRITISH BS 5950 2

80. 1 1.4 2 1.4

81. LOAD COMB 5 GENERATED BRITISH BS 5950 3

82. 1 1.2 2 1.2

83. PERFORM ANALYSIS PRINT STATICS CHECK

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STAAD SPACE -- PAGE NO. 3

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS 77 NUMBER OF MEMBERS 172

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0

NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 4

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 62/ 8/ 54 DOF

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 438

TOTAL LOAD COMBINATION CASES = 3 SO FAR.

SIZE OF STIFFNESS MATRIX = 24 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 12.5/ 141738.6 MB

Page 3 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 4

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1

LOADTYPE DEAD TITLE DL

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.249999999E+00

Y = 0.555898733E+01

Z = 0.249999999E+00

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = -0.00

SUMMATION FORCE-Y = -32.90

SUMMATION FORCE-Z = -0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 8.22 MY= -0.00 MZ= -8.22

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = 32.90

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= -8.22 MY= 0.00 MZ= 8.22

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)

MAXIMUMS AT NODE

X = 3.29697E-04 33

Y = -1.43765E-02 8

Z = 2.61434E-04 67

RX= -8.61830E-06 8

RY= -7.51974E-07 33

RZ= -7.76097E-06 55

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2

LOADTYPE WIND TITLE WL

CENTER OF FORCE BASED ON X FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.000000000E+00

Y = 0.299999997E+01

Z = 0.249999997E+00

Page 4 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 5

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = 126.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 0.00 MY= 31.50 MZ= -378.00

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = -126.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 0.00 MY= -31.50 MZ= 378.00

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)

MAXIMUMS AT NODE

X = 4.78824E+00 6

Y = 2.36802E-01 6

Z = 1.24301E-02 4

RX= 2.09171E-04 32

RY= -4.59888E-04 67

RZ= -1.01330E-02 8

************ END OF DATA FROM INTERNAL STORAGE ************

84. PRINT MEMBER INFORMATION ALL

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STAAD SPACE -- PAGE NO. 6

MEMBER INFORMATION

------------------

MEMBER START END LENGTH BETA

JOINT JOINT (METE) (DEG) RELEASES

1 1 10 0.500 0.00

2 3 55 0.250 0.00

3 5 9 0.250 0.00

4 7 32 0.250 0.00

5 9 67 0.250 0.00

6 1 9 0.559 0.00

7 10 11 0.500 0.00

8 11 12 0.500 0.00

9 12 13 0.500 0.00

10 13 14 0.500 0.00

11 14 15 0.500 0.00

12 15 16 0.500 0.00

13 16 17 0.500 0.00

14 17 18 0.500 0.00

15 18 19 0.500 0.00

16 19 20 0.500 0.00

17 20 2 0.500 0.00

18 9 10 0.559 0.00

19 21 68 0.250 0.00

20 10 21 0.559 0.00

21 21 11 0.559 0.00

22 22 69 0.250 0.00

23 11 22 0.559 0.00

24 22 12 0.559 0.00

25 23 70 0.250 0.00

26 12 23 0.559 0.00

27 23 13 0.559 0.00

28 24 71 0.250 0.00

29 25 72 0.250 0.00

30 26 73 0.250 0.00

31 13 24 0.559 0.00

32 24 14 0.559 0.00

33 14 25 0.559 0.00

34 25 15 0.559 0.00

35 15 26 0.559 0.00

36 27 74 0.250 0.00

37 28 75 0.250 0.00

38 29 76 0.250 0.00

39 30 77 0.250 0.00

40 26 16 0.559 0.00

41 16 27 0.559 0.00

42 27 17 0.559 0.00

43 17 28 0.559 0.00

44 28 18 0.559 0.00

Page 6 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 7

MEMBER INFORMATION

------------------

MEMBER START END LENGTH BETA

JOINT JOINT (METE) (DEG) RELEASES

45 18 29 0.559 0.00

46 29 19 0.559 0.00

47 19 30 0.559 0.00

48 30 20 0.559 0.00

49 31 6 0.250 0.00

50 20 31 0.559 0.00

51 31 2 0.559 0.00

52 2 6 0.500 0.00

53 6 8 0.500 0.00

54 2 4 0.500 0.00

55 4 8 0.500 0.00

56 32 34 0.500 0.00

57 3 32 0.559 0.00

58 33 56 0.250 0.00

59 32 33 0.559 0.00

60 34 36 0.500 0.00

61 33 34 0.559 0.00

62 35 57 0.250 0.00

63 34 35 0.559 0.00

64 36 38 0.500 0.00

65 35 36 0.559 0.00

66 37 58 0.250 0.00

67 36 37 0.559 0.00

68 38 40 0.500 0.00

69 37 38 0.559 0.00

70 39 59 0.250 0.00

71 38 39 0.559 0.00

72 40 42 0.500 0.00

73 39 40 0.559 0.00

74 41 60 0.250 0.00

75 40 41 0.559 0.00

76 42 44 0.500 0.00

77 41 42 0.559 0.00

78 43 61 0.250 0.00

79 42 43 0.559 0.00

80 44 46 0.500 0.00

81 43 44 0.559 0.00

82 45 62 0.250 0.00

83 44 45 0.559 0.00

84 46 48 0.500 0.00

85 45 46 0.559 0.00

86 47 63 0.250 0.00

87 46 47 0.559 0.00

88 48 50 0.500 0.00

Page 7 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 8

MEMBER INFORMATION

------------------

MEMBER START END LENGTH BETA

JOINT JOINT (METE) (DEG) RELEASES

89 47 48 0.559 0.00

90 49 64 0.250 0.00

91 48 49 0.559 0.00

92 50 52 0.500 0.00

93 49 50 0.559 0.00

94 51 65 0.250 0.00

95 50 51 0.559 0.00

96 52 54 0.500 0.00

97 51 52 0.559 0.00

98 53 66 0.250 0.00

99 52 53 0.559 0.00

100 54 8 0.250 0.00

101 53 54 0.559 0.00

102 54 4 0.559 0.00

103 55 33 0.250 0.00

104 1 55 0.559 0.00

105 55 10 0.559 0.00

106 56 35 0.250 0.00

107 10 56 0.559 0.00

108 56 11 0.559 0.00

109 57 37 0.250 0.00

110 58 39 0.250 0.00

111 59 41 0.250 0.00

112 11 57 0.559 0.00

113 57 12 0.559 0.00

114 12 58 0.559 0.00

115 58 13 0.559 0.00

116 13 59 0.559 0.00

117 59 14 0.559 0.00

118 60 43 0.250 0.00

119 61 45 0.250 0.00

120 62 47 0.250 0.00

121 63 49 0.250 0.00

122 64 51 0.250 0.00

123 65 53 0.250 0.00

124 66 4 0.250 0.00

125 14 60 0.559 0.00

126 60 15 0.559 0.00

127 15 61 0.559 0.00

128 61 16 0.559 0.00

129 16 62 0.559 0.00

130 62 17 0.559 0.00

131 17 63 0.559 0.00

132 63 18 0.559 0.00

Page 8 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 9

MEMBER INFORMATION

------------------

MEMBER START END LENGTH BETA

JOINT JOINT (METE) (DEG) RELEASES

133 18 64 0.559 0.00

134 64 19 0.559 0.00

135 19 65 0.559 0.00

136 65 20 0.559 0.00

137 20 66 0.559 0.00

138 54 2 0.750 0.00

139 5 32 0.559 0.00

140 67 21 0.250 0.00

141 32 67 0.559 0.00

142 67 34 0.559 0.00

143 68 22 0.250 0.00

144 34 68 0.559 0.00

145 68 36 0.559 0.00

146 69 23 0.250 0.00

147 36 69 0.559 0.00

148 69 38 0.559 0.00

149 70 24 0.250 0.00

150 38 70 0.559 0.00

151 70 40 0.559 0.00

152 71 25 0.250 0.00

153 40 71 0.559 0.00

154 71 42 0.559 0.00

155 72 26 0.250 0.00

156 42 72 0.559 0.00

157 72 44 0.559 0.00

158 73 27 0.250 0.00

159 44 73 0.559 0.00

160 73 46 0.559 0.00

161 74 28 0.250 0.00

162 46 74 0.559 0.00

163 74 48 0.559 0.00

164 75 29 0.250 0.00

165 48 75 0.559 0.00

166 75 50 0.559 0.00

167 76 30 0.250 0.00

168 50 76 0.559 0.00

169 76 52 0.559 0.00

170 77 31 0.250 0.00

171 52 77 0.559 0.00

172 77 54 0.559 0.00

Page 9 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

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STAAD SPACE -- PAGE NO. 10

************ END OF DATA FROM INTERNAL STORAGE ************

85. LOAD LIST ALL

86. PRINT JOINT DISPLACEMENTS LIST 1 3 5 7

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Page 11: Output

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STAAD SPACE -- PAGE NO. 11

JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE

------------------

JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN

1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

7 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

************** END OF LATEST ANALYSIS RESULT **************

87. PRINT MEMBER FORCES ALL

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STAAD SPACE -- PAGE NO. 12

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

1 1 1 8.16 -0.01 0.02 0.00 -0.01 -0.00

10 -8.10 0.01 -0.02 -0.00 -0.00 -0.00

2 1 -344.03 5.99 -0.75 -0.00 0.24 2.02

10 344.03 -0.74 0.75 0.00 0.14 -0.34

3 1 11.43 -0.01 0.03 0.00 -0.01 -0.00

10 -11.34 0.01 -0.03 -0.00 -0.01 -0.00

4 1 -470.22 8.38 -1.03 -0.00 0.33 2.83

10 470.30 -1.03 1.03 0.00 0.18 -0.48

5 1 -403.04 7.18 -0.88 -0.00 0.28 2.43

10 403.12 -0.88 0.88 0.00 0.16 -0.41

2 1 3 8.16 0.10 0.02 0.00 -0.01 0.02

55 -8.13 -0.10 -0.02 -0.00 0.00 0.01

2 3 368.72 8.49 0.62 -0.00 -0.16 2.43

55 -368.72 -8.49 -0.62 0.00 0.01 -0.31

3 3 11.42 0.13 0.03 0.00 -0.01 0.02

55 -11.38 -0.13 -0.03 -0.00 0.00 0.01

4 3 527.63 12.01 0.89 -0.00 -0.24 3.42

55 -527.58 -12.01 -0.89 0.00 0.01 -0.42

5 3 452.25 10.30 0.76 -0.00 -0.20 2.94

55 -452.21 -10.30 -0.76 0.00 0.01 -0.36

3 1 5 8.14 -0.01 -0.17 0.00 0.03 -0.00

9 -8.11 0.01 0.17 -0.00 0.01 -0.00

2 5 -341.63 5.75 7.26 0.00 -1.26 1.98

9 341.63 -3.13 -7.26 -0.00 -0.55 -0.87

3 5 11.40 -0.01 -0.24 0.00 0.04 -0.00

9 -11.36 0.01 0.24 -0.00 0.02 -0.00

4 5 -466.89 8.04 9.93 0.00 -1.72 2.77

9 466.93 -4.37 -9.93 -0.00 -0.76 -1.22

5 5 -400.19 6.90 8.51 0.00 -1.48 2.38

9 400.22 -3.75 -8.51 -0.00 -0.65 -1.05

4 1 7 8.14 0.09 -0.17 -0.00 0.03 0.02

32 -8.11 -0.09 0.17 0.00 0.01 0.01

2 7 365.51 8.25 -7.56 0.00 1.35 2.39

32 -365.51 -8.25 7.56 -0.00 0.54 -0.33

3 7 11.39 0.13 -0.24 -0.00 0.04 0.02

32 -11.35 -0.13 0.24 0.00 0.02 0.01

4 7 523.10 11.68 -10.82 0.00 1.93 3.37

32 -523.06 -11.68 10.82 -0.00 0.77 -0.45

5 7 448.37 10.02 -9.28 0.00 1.66 2.89

32 -448.34 -10.02 9.28 -0.00 0.66 -0.39

Page 12 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 13: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 13

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 1 9 8.15 -0.01 0.02 -0.00 -0.01 0.00

67 -8.12 0.01 -0.02 0.00 0.01 -0.00

2 9 -344.17 3.40 -1.20 0.00 0.53 0.86

67 344.17 -0.77 1.20 -0.00 -0.23 -0.33

3 9 11.41 -0.01 0.03 -0.00 -0.01 0.00

67 -11.37 0.01 -0.03 0.00 0.01 -0.00

4 9 -470.42 4.75 -1.65 0.00 0.73 1.20

67 470.46 -1.08 1.65 -0.00 -0.31 -0.47

5 9 -403.22 4.07 -1.42 0.00 0.62 1.03

67 403.26 -0.92 1.42 -0.00 -0.27 -0.40

6 1 1 0.18 0.01 -0.00 -0.00 0.00 0.00

9 -0.17 0.01 0.00 0.00 0.00 -0.00

2 1 -7.72 -0.14 0.31 0.00 -0.16 -0.04

9 7.72 0.14 -0.31 -0.00 -0.02 -0.04

3 1 0.25 0.02 -0.00 -0.00 0.00 0.00

9 -0.24 0.01 0.00 0.00 0.00 -0.00

4 1 -10.55 -0.18 0.44 0.00 -0.22 -0.06

9 10.56 0.21 -0.44 -0.00 -0.03 -0.05

5 1 -9.04 -0.16 0.37 0.00 -0.19 -0.05

9 9.06 0.18 -0.37 -0.00 -0.02 -0.04

7 1 10 8.10 -0.00 -0.00 -0.00 0.00 -0.00

11 -8.04 0.00 0.00 0.00 -0.00 -0.00

2 10 -288.34 2.80 0.33 0.00 -0.14 0.60

11 288.34 2.45 -0.33 -0.00 -0.03 -0.51

3 10 11.35 -0.00 -0.01 -0.00 0.00 -0.00

11 -11.26 0.00 0.01 0.00 -0.00 -0.00

4 10 -392.33 3.91 0.46 0.00 -0.19 0.84

11 392.41 3.44 -0.46 -0.00 -0.04 -0.72

5 10 -336.28 3.35 0.39 0.00 -0.16 0.72

11 336.35 2.95 -0.39 -0.00 -0.04 -0.62

8 1 11 8.00 -0.00 0.00 0.00 -0.00 -0.00

12 -7.94 0.00 -0.00 -0.00 -0.00 -0.00

2 11 -235.64 3.25 -0.05 0.00 0.02 0.71

12 235.64 2.00 0.05 -0.00 0.00 -0.40

3 11 11.19 -0.01 0.01 0.00 -0.00 -0.00

12 -11.11 0.01 -0.01 -0.00 -0.00 -0.00

4 11 -318.71 4.54 -0.06 0.00 0.03 1.00

12 318.79 2.81 0.06 -0.00 0.00 -0.57

5 11 -273.18 3.89 -0.05 0.00 0.02 0.86

12 273.25 2.41 0.05 -0.00 0.00 -0.48

9 1 12 7.90 -0.00 0.00 0.00 -0.00 -0.00

13 -7.84 0.00 -0.00 -0.00 -0.00 -0.00

Page 13 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 14: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 14

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 12 -188.54 3.10 0.01 0.00 -0.01 0.59

13 188.54 2.15 -0.01 -0.00 -0.00 -0.35

3 12 11.05 -0.00 0.00 0.00 -0.00 -0.00

13 -10.97 0.00 -0.00 -0.00 -0.00 -0.00

4 12 -252.90 4.34 0.03 0.00 -0.01 0.83

13 252.98 3.01 -0.03 -0.00 -0.00 -0.50

5 12 -216.77 3.72 0.02 0.00 -0.01 0.71

13 216.84 2.58 -0.02 -0.00 -0.00 -0.42

10 1 13 7.80 -0.00 0.00 -0.00 -0.00 -0.00

14 -7.74 0.00 -0.00 0.00 -0.00 -0.00

2 13 -146.68 3.06 0.01 0.00 -0.01 0.52

14 146.68 2.19 -0.01 -0.00 0.00 -0.30

3 13 10.91 -0.00 0.00 -0.00 -0.00 -0.00

14 -10.83 0.00 -0.00 0.00 -0.00 -0.00

4 13 -194.44 4.28 0.02 0.00 -0.01 0.72

14 194.53 3.07 -0.02 -0.00 -0.00 -0.42

5 13 -166.67 3.67 0.02 0.00 -0.01 0.62

14 166.74 2.63 -0.02 -0.00 -0.00 -0.36

11 1 14 7.70 -0.00 0.00 -0.00 -0.00 -0.00

15 -7.64 0.00 -0.00 0.00 -0.00 -0.00

2 14 -110.07 3.00 0.01 0.00 -0.01 0.45

15 110.07 2.25 -0.01 -0.00 0.00 -0.26

3 14 10.77 -0.00 0.00 -0.00 -0.00 -0.00

15 -10.69 0.00 -0.00 0.00 -0.00 -0.00

4 14 -143.33 4.19 0.02 0.00 -0.01 0.62

15 143.41 3.16 -0.02 -0.00 0.00 -0.37

5 14 -122.85 3.59 0.01 0.00 -0.01 0.54

15 122.93 2.71 -0.01 -0.00 0.00 -0.31

12 1 15 7.59 -0.00 0.00 -0.00 -0.00 -0.00

16 -7.54 0.00 -0.00 0.00 -0.00 -0.00

2 15 -78.69 2.94 0.01 0.00 -0.01 0.38

16 78.69 2.31 -0.01 -0.00 0.00 -0.23

3 15 10.63 -0.00 0.00 -0.00 -0.00 -0.00

16 -10.55 0.00 -0.00 0.00 -0.00 -0.00

4 15 -99.53 4.11 0.01 0.00 -0.01 0.54

16 99.62 3.24 -0.01 -0.00 0.00 -0.32

5 15 -85.31 3.52 0.01 0.00 -0.01 0.46

16 85.38 2.78 -0.01 -0.00 0.00 -0.27

13 1 16 7.49 -0.00 0.00 -0.00 -0.00 -0.00

17 -7.43 0.00 -0.00 0.00 -0.00 -0.00

2 16 -52.53 2.88 0.01 0.00 -0.01 0.33

17 52.53 2.37 -0.01 -0.00 0.00 -0.20

Page 14 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 15: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 15

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 16 10.49 -0.00 0.00 -0.00 -0.00 -0.00

17 -10.41 0.00 -0.00 0.00 -0.00 -0.00

4 16 -63.05 4.03 0.01 0.00 -0.01 0.46

17 63.13 3.32 -0.01 -0.00 0.00 -0.28

5 16 -54.04 3.46 0.01 0.00 -0.01 0.39

17 54.11 2.84 -0.01 -0.00 0.00 -0.24

14 1 17 7.39 -0.00 0.00 -0.00 -0.00 -0.00

18 -7.33 0.00 -0.00 0.00 -0.00 -0.00

2 17 -31.62 2.82 0.00 0.00 -0.01 0.28

18 31.62 2.43 -0.00 -0.00 0.00 -0.19

3 17 10.35 -0.00 0.00 -0.00 -0.00 -0.00

18 -10.27 0.00 -0.00 0.00 -0.00 -0.00

4 17 -33.92 3.94 0.01 0.00 -0.01 0.39

18 34.01 3.41 -0.01 -0.00 0.00 -0.26

5 17 -29.08 3.38 0.01 0.00 -0.01 0.34

18 29.15 2.92 -0.01 -0.00 0.00 -0.22

15 1 18 7.29 -0.00 0.00 -0.00 -0.00 -0.00

19 -7.23 0.00 -0.00 0.00 -0.00 -0.00

2 18 -16.00 2.82 0.01 0.00 -0.01 0.25

19 16.00 2.43 -0.01 -0.00 0.00 -0.15

3 18 10.21 -0.00 0.00 -0.00 -0.00 -0.00

19 -10.13 0.00 -0.00 0.00 -0.00 -0.00

4 18 -12.19 3.94 0.01 0.00 -0.01 0.35

19 12.27 3.41 -0.01 -0.00 0.01 -0.21

5 18 -10.45 3.38 0.01 0.00 -0.01 0.30

19 10.52 2.92 -0.01 -0.00 0.01 -0.18

16 1 19 7.20 -0.01 0.01 -0.00 -0.00 -0.00

20 -7.14 0.01 -0.01 0.00 -0.00 -0.00

2 19 -5.81 2.37 0.01 -0.00 -0.01 0.18

20 5.81 2.88 -0.01 0.00 0.00 -0.31

3 19 10.08 -0.01 0.01 -0.00 -0.00 -0.00

20 -9.99 0.01 -0.01 0.00 -0.00 -0.00

4 19 1.95 3.31 0.02 -0.00 -0.01 0.26

20 -1.86 4.04 -0.02 0.00 0.00 -0.44

5 19 1.67 2.83 0.02 -0.00 -0.01 0.22

20 -1.60 3.47 -0.02 0.00 0.00 -0.38

17 1 20 7.07 0.00 0.00 0.00 -0.00 0.00

2 -7.01 -0.00 -0.00 -0.00 -0.00 -0.00

2 20 -0.47 3.44 -0.00 0.00 -0.01 0.37

2 0.47 1.81 0.00 -0.00 0.01 0.04

3 20 9.90 0.00 0.00 0.00 -0.00 0.00

2 -9.82 -0.00 -0.00 -0.00 -0.00 -0.00

Page 15 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 16: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 16

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 20 9.24 4.82 0.00 0.00 -0.01 0.52

2 -9.16 2.53 -0.00 -0.00 0.01 0.06

5 20 7.92 4.13 0.00 0.00 -0.01 0.44

2 -7.85 2.17 -0.00 -0.00 0.01 0.05

18 1 9 0.05 0.01 0.00 -0.00 -0.00 0.00

10 -0.04 0.00 -0.00 0.00 -0.00 0.00

2 9 -1.92 -0.21 -0.04 -0.00 0.02 -0.06

10 1.92 0.21 0.04 0.00 0.00 -0.05

3 9 0.07 0.02 0.00 -0.00 -0.00 0.00

10 -0.06 0.01 -0.00 0.00 -0.00 0.00

4 9 -2.62 -0.27 -0.05 -0.00 0.03 -0.08

10 2.63 0.30 0.05 0.00 0.00 -0.08

5 9 -2.25 -0.23 -0.05 -0.00 0.02 -0.07

10 2.26 0.26 0.05 0.00 0.00 -0.06

19 1 21 8.06 -0.00 -0.00 -0.00 0.00 0.00

68 -8.03 0.00 0.00 0.00 -0.00 -0.00

2 21 -287.83 0.19 -0.00 0.00 -0.02 0.23

68 287.83 2.43 0.00 -0.00 0.02 -0.51

3 21 11.29 -0.00 -0.01 -0.00 0.00 0.00

68 -11.24 0.00 0.01 0.00 -0.00 -0.00

4 21 -391.67 0.26 -0.01 0.00 -0.03 0.32

68 391.72 3.41 0.01 -0.00 0.03 -0.72

5 21 -335.72 0.23 -0.01 0.00 -0.02 0.28

68 335.76 2.92 0.01 -0.00 0.03 -0.61

20 1 10 -0.01 0.01 -0.00 0.00 -0.00 0.00

21 0.02 0.00 0.00 -0.00 0.00 0.00

2 10 0.51 -0.18 0.03 0.00 -0.01 -0.05

21 -0.51 0.18 -0.03 -0.00 -0.01 -0.05

3 10 -0.01 0.02 -0.00 0.00 -0.00 0.00

21 0.03 0.01 0.00 -0.00 0.00 0.00

4 10 0.70 -0.23 0.04 0.00 -0.02 -0.07

21 -0.69 0.26 -0.04 -0.00 -0.01 -0.07

5 10 0.60 -0.20 0.04 0.00 -0.01 -0.06

21 -0.59 0.22 -0.04 -0.00 -0.01 -0.06

21 1 21 -0.00 0.01 0.00 -0.00 0.00 0.00

11 0.01 0.00 -0.00 0.00 -0.00 0.00

2 21 0.52 -0.15 0.01 -0.00 -0.00 -0.04

11 -0.52 0.15 -0.01 0.00 -0.00 -0.04

3 21 -0.00 0.02 0.00 -0.00 0.00 0.00

11 0.02 0.01 -0.00 0.00 -0.00 0.00

4 21 0.72 -0.19 0.01 -0.00 -0.00 -0.05

11 -0.71 0.22 -0.01 0.00 -0.01 -0.06

Page 16 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 17: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 17

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 21 0.62 -0.16 0.01 -0.00 -0.00 -0.05

11 -0.61 0.18 -0.01 0.00 -0.01 -0.05

22 1 22 7.96 -0.00 -0.00 -0.00 0.00 -0.00

69 -7.93 0.00 0.00 0.00 -0.00 -0.00

2 22 -235.83 0.64 -0.02 0.00 -0.01 0.23

69 235.83 1.98 0.02 -0.00 0.01 -0.40

3 22 11.14 -0.01 -0.01 -0.00 0.00 -0.00

69 -11.10 0.01 0.01 0.00 -0.00 -0.00

4 22 -319.02 0.89 -0.03 0.00 -0.01 0.33

69 319.06 2.78 0.03 -0.00 0.01 -0.56

5 22 -273.44 0.77 -0.03 0.00 -0.00 0.28

69 273.48 2.38 0.03 -0.00 0.01 -0.48

23 1 11 0.01 0.01 -0.00 -0.00 0.00 0.00

22 0.00 0.00 0.00 0.00 0.00 0.00

2 11 -0.19 -0.14 0.03 0.00 -0.02 -0.04

22 0.19 0.14 -0.03 -0.00 -0.00 -0.04

3 11 0.01 0.02 -0.00 -0.00 0.00 0.00

22 0.00 0.01 0.00 0.00 0.00 0.00

4 11 -0.25 -0.17 0.05 0.00 -0.02 -0.05

22 0.26 0.20 -0.05 -0.00 -0.00 -0.05

5 11 -0.21 -0.15 0.04 0.00 -0.02 -0.04

22 0.23 0.17 -0.04 -0.00 -0.00 -0.05

24 1 22 0.01 0.01 0.00 -0.00 -0.00 0.00

12 0.00 0.00 -0.00 0.00 -0.00 0.00

2 22 -0.00 -0.12 0.00 -0.00 0.00 -0.03

12 0.00 0.12 -0.00 0.00 -0.00 -0.03

3 22 0.01 0.02 0.00 -0.00 -0.00 0.00

12 0.00 0.01 -0.00 0.00 -0.00 0.00

4 22 0.01 -0.15 0.00 -0.00 0.00 -0.04

12 0.00 0.18 -0.00 0.00 -0.00 -0.05

5 22 0.01 -0.13 0.00 -0.00 0.00 -0.04

12 0.00 0.15 -0.00 0.00 -0.00 -0.04

25 1 23 7.86 -0.00 -0.00 -0.00 0.00 0.00

70 -7.83 0.00 0.00 0.00 0.00 -0.00

2 23 -189.07 0.49 -0.03 0.00 -0.00 0.15

70 189.07 2.14 0.03 -0.00 0.01 -0.35

3 23 11.00 -0.00 -0.00 -0.00 0.00 0.00

70 -10.96 0.00 0.00 0.00 0.00 -0.00

4 23 -253.69 0.68 -0.04 0.00 -0.00 0.20

70 253.73 3.00 0.04 -0.00 0.01 -0.49

5 23 -217.45 0.58 -0.03 0.00 -0.00 0.17

70 217.49 2.57 0.03 -0.00 0.01 -0.42

Page 17 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 18: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 18

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

26 1 12 0.01 0.01 -0.00 -0.00 0.00 0.00

23 0.00 0.00 0.00 0.00 0.00 0.00

2 12 -0.16 -0.11 0.02 0.00 -0.01 -0.03

23 0.16 0.11 -0.02 -0.00 -0.00 -0.03

3 12 0.01 0.02 -0.00 -0.00 0.00 0.00

23 0.00 0.01 0.00 0.00 0.00 0.00

4 12 -0.22 -0.14 0.03 0.00 -0.01 -0.04

23 0.23 0.16 -0.03 -0.00 -0.00 -0.04

5 12 -0.19 -0.12 0.03 0.00 -0.01 -0.03

23 0.20 0.14 -0.03 -0.00 -0.00 -0.04

27 1 23 0.01 0.01 0.00 -0.00 -0.00 0.00

13 0.00 0.00 -0.00 0.00 -0.00 0.00

2 23 0.03 -0.10 -0.00 -0.00 0.00 -0.03

13 -0.03 0.10 0.00 0.00 0.00 -0.03

3 23 0.01 0.02 0.00 -0.00 -0.00 0.00

13 0.00 0.01 -0.00 0.00 -0.00 0.00

4 23 0.05 -0.12 -0.00 -0.00 0.00 -0.03

13 -0.04 0.14 0.00 0.00 0.00 -0.04

5 23 0.04 -0.10 -0.00 -0.00 0.00 -0.03

13 -0.03 0.12 0.00 0.00 0.00 -0.03

28 1 24 7.76 -0.00 -0.00 -0.00 0.00 -0.00

71 -7.73 0.00 0.00 0.00 -0.00 -0.00

2 24 -147.46 0.44 -0.02 0.00 -0.00 0.08

71 147.46 2.18 0.02 -0.00 0.01 -0.30

3 24 10.86 -0.00 -0.00 -0.00 0.00 -0.00

71 -10.82 0.00 0.00 0.00 -0.00 -0.00

4 24 -195.58 0.61 -0.03 0.00 -0.00 0.12

71 195.62 3.06 0.03 -0.00 0.01 -0.42

5 24 -167.64 0.53 -0.02 0.00 -0.00 0.10

71 167.68 2.62 0.02 -0.00 0.01 -0.36

29 1 25 7.65 -0.00 -0.00 -0.00 0.00 0.00

72 -7.63 0.00 0.00 0.00 -0.00 -0.00

2 25 -111.04 0.38 -0.01 0.00 -0.00 0.03

72 111.04 2.24 0.01 -0.00 0.01 -0.26

3 25 10.72 -0.00 -0.00 -0.00 0.00 0.00

72 -10.68 0.00 0.00 0.00 -0.00 -0.00

4 25 -144.74 0.53 -0.02 0.00 -0.01 0.04

72 144.78 3.15 0.02 -0.00 0.01 -0.37

5 25 -124.06 0.45 -0.02 0.00 -0.00 0.03

72 124.10 2.70 0.02 -0.00 0.01 -0.31

30 1 26 7.55 -0.00 -0.00 -0.00 0.00 0.00

73 -7.52 0.00 0.00 0.00 -0.00 -0.00

Page 18 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 19: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 19

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 26 -79.83 0.32 -0.01 0.00 -0.01 -0.02

73 79.83 2.30 0.01 -0.00 0.01 -0.23

3 26 10.58 -0.00 -0.00 -0.00 0.00 0.00

73 -10.53 0.00 0.00 0.00 -0.00 -0.00

4 26 -101.19 0.45 -0.02 0.00 -0.01 -0.03

73 101.24 3.22 0.02 -0.00 0.01 -0.32

5 26 -86.74 0.39 -0.02 0.00 -0.01 -0.02

73 86.77 2.76 0.02 -0.00 0.01 -0.27

31 1 13 0.01 0.01 -0.00 -0.00 0.00 0.00

24 0.00 0.00 0.00 0.00 0.00 0.00

2 13 -0.10 -0.09 0.02 0.00 -0.01 -0.02

24 0.10 0.09 -0.02 -0.00 -0.00 -0.02

3 13 0.01 0.02 -0.00 -0.00 0.00 0.00

24 0.00 0.01 0.00 0.00 0.00 0.00

4 13 -0.14 -0.10 0.02 0.00 -0.01 -0.03

24 0.15 0.13 -0.02 -0.00 -0.00 -0.03

5 13 -0.12 -0.09 0.02 0.00 -0.01 -0.03

24 0.13 0.11 -0.02 -0.00 -0.00 -0.03

32 1 24 0.01 0.01 0.00 -0.00 -0.00 0.00

14 0.00 0.00 -0.00 0.00 -0.00 0.00

2 24 0.02 -0.07 -0.00 -0.00 0.00 -0.02

14 -0.02 0.07 0.00 0.00 0.00 -0.02

3 24 0.01 0.02 0.00 -0.00 -0.00 0.00

14 0.00 0.01 -0.00 0.00 -0.00 0.00

4 24 0.04 -0.09 -0.01 -0.00 0.00 -0.03

14 -0.02 0.11 0.01 0.00 0.00 -0.03

5 24 0.03 -0.07 -0.01 -0.00 0.00 -0.02

14 -0.02 0.10 0.01 0.00 0.00 -0.03

33 1 14 0.01 0.01 -0.00 -0.00 0.00 0.00

25 0.00 0.01 0.00 0.00 0.00 0.00

2 14 -0.08 -0.07 0.01 0.00 -0.01 -0.02

25 0.08 0.07 -0.01 -0.00 -0.00 -0.02

3 14 0.01 0.02 -0.00 -0.00 0.00 0.00

25 0.00 0.01 0.00 0.00 0.00 0.00

4 14 -0.11 -0.07 0.01 0.00 -0.01 -0.02

25 0.12 0.10 -0.01 -0.00 -0.00 -0.03

5 14 -0.09 -0.06 0.01 0.00 -0.01 -0.02

25 0.10 0.08 -0.01 -0.00 -0.00 -0.02

34 1 25 0.01 0.01 0.00 -0.00 -0.00 0.00

15 0.00 0.01 -0.00 0.00 -0.00 0.00

2 25 0.02 -0.06 -0.00 -0.00 -0.00 -0.02

15 -0.02 0.06 0.00 0.00 0.00 -0.02

Page 19 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 20: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 20

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 25 0.01 0.02 0.00 -0.00 -0.00 0.00

15 0.00 0.01 -0.00 0.00 -0.00 0.00

4 25 0.04 -0.06 -0.01 -0.00 -0.00 -0.02

15 -0.03 0.08 0.01 0.00 0.00 -0.02

5 25 0.03 -0.05 -0.00 -0.00 -0.00 -0.02

15 -0.02 0.07 0.00 0.00 0.00 -0.02

35 1 15 0.01 0.01 -0.00 -0.00 0.00 0.00

26 0.00 0.01 0.00 0.00 0.00 0.00

2 15 -0.07 -0.05 0.01 0.00 -0.00 -0.01

26 0.07 0.05 -0.01 -0.00 0.00 -0.01

3 15 0.01 0.02 -0.00 -0.00 0.00 0.00

26 0.00 0.01 0.00 0.00 0.00 0.00

4 15 -0.09 -0.05 0.01 0.00 -0.01 -0.02

26 0.10 0.07 -0.01 -0.00 0.00 -0.02

5 15 -0.08 -0.04 0.01 0.00 -0.01 -0.01

26 0.09 0.06 -0.01 -0.00 0.00 -0.02

36 1 27 7.45 -0.00 -0.00 -0.00 0.00 -0.00

74 -7.42 0.00 0.00 0.00 0.00 -0.00

2 27 -53.83 0.27 -0.01 0.00 -0.01 -0.06

74 53.83 2.35 0.01 -0.00 0.01 -0.20

3 27 10.43 -0.00 -0.00 -0.00 0.00 -0.00

74 -10.39 0.00 0.00 0.00 0.00 -0.00

4 27 -64.92 0.38 -0.02 0.00 -0.01 -0.08

74 64.97 3.30 0.02 -0.00 0.01 -0.28

5 27 -55.65 0.32 -0.02 0.00 -0.01 -0.07

74 55.69 2.83 0.02 -0.00 0.01 -0.24

37 1 28 7.35 -0.00 -0.00 -0.00 0.00 0.00

75 -7.32 0.00 0.00 0.00 0.00 -0.00

2 28 -33.00 0.22 -0.01 0.00 -0.01 -0.09

75 33.00 2.41 0.01 -0.00 0.01 -0.19

3 28 10.29 -0.00 -0.00 -0.00 0.00 0.00

75 -10.25 0.00 0.00 0.00 0.00 -0.00

4 28 -35.90 0.30 -0.02 0.00 -0.01 -0.12

75 35.95 3.38 0.02 -0.00 0.01 -0.26

5 28 -30.77 0.25 -0.02 0.00 -0.01 -0.11

75 30.81 2.90 0.02 -0.00 0.01 -0.22

38 1 29 7.25 -0.00 -0.00 -0.00 0.00 -0.00

76 -7.22 0.00 0.00 0.00 -0.00 -0.00

2 29 -17.26 0.23 -0.02 0.00 -0.01 -0.12

76 17.26 2.40 0.02 -0.00 0.01 -0.15

3 29 10.15 -0.00 -0.00 -0.00 0.00 -0.00

76 -10.11 0.00 0.00 0.00 -0.00 -0.00

Page 20 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 21: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 21

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 29 -14.02 0.32 -0.03 0.00 -0.01 -0.17

76 14.06 3.36 0.03 -0.00 0.02 -0.21

5 29 -12.01 0.27 -0.03 0.00 -0.01 -0.14

76 12.05 2.88 0.03 -0.00 0.01 -0.18

39 1 30 7.16 -0.01 -0.03 -0.00 0.00 0.00

77 -7.13 0.01 0.03 0.00 0.01 -0.00

2 30 -6.60 -0.17 -0.02 0.00 -0.01 -0.07

77 6.60 2.80 0.02 -0.00 0.01 -0.30

3 30 10.02 -0.01 -0.04 -0.00 0.00 0.00

77 -9.98 0.01 0.04 0.00 0.01 -0.00

4 30 0.79 -0.25 -0.07 0.00 -0.01 -0.10

77 -0.75 3.92 0.07 -0.00 0.02 -0.42

5 30 0.67 -0.21 -0.06 0.00 -0.01 -0.08

77 -0.64 3.36 0.06 -0.00 0.02 -0.36

40 1 26 0.01 0.01 0.00 -0.00 -0.00 0.00

16 0.00 0.01 -0.00 0.00 -0.00 0.00

2 26 0.03 -0.04 -0.00 -0.00 -0.00 -0.01

16 -0.03 0.04 0.00 0.00 0.00 -0.01

3 26 0.01 0.02 0.00 -0.00 -0.00 0.00

16 0.00 0.01 -0.00 0.00 -0.00 0.00

4 26 0.05 -0.04 -0.00 -0.00 -0.00 -0.01

16 -0.03 0.06 0.00 0.00 0.00 -0.02

5 26 0.04 -0.03 -0.00 -0.00 -0.00 -0.01

16 -0.03 0.05 0.00 0.00 0.00 -0.01

41 1 16 0.01 0.01 -0.00 -0.00 0.00 0.00

27 0.00 0.01 0.00 0.00 0.00 0.00

2 16 -0.06 -0.03 0.01 0.00 -0.00 -0.01

27 0.06 0.03 -0.01 -0.00 0.00 -0.01

3 16 0.01 0.02 -0.00 -0.00 0.00 0.00

27 0.00 0.01 0.00 0.00 0.00 0.00

4 16 -0.07 -0.03 0.01 0.00 -0.01 -0.01

27 0.08 0.05 -0.01 -0.00 0.00 -0.01

5 16 -0.06 -0.02 0.01 0.00 -0.01 -0.01

27 0.07 0.05 -0.01 -0.00 0.00 -0.01

42 1 27 0.01 0.01 0.00 -0.00 -0.00 0.00

17 0.00 0.01 -0.00 0.00 -0.00 0.00

2 27 0.02 -0.03 0.01 -0.00 -0.00 -0.01

17 -0.02 0.03 -0.01 0.00 -0.00 -0.01

3 27 0.01 0.02 0.00 -0.00 -0.00 0.00

17 0.00 0.01 -0.00 0.00 -0.00 0.00

4 27 0.04 -0.02 0.01 -0.00 -0.00 -0.01

17 -0.02 0.04 -0.01 0.00 -0.00 -0.01

Page 21 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 22: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 22

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 27 0.03 -0.01 0.01 -0.00 -0.00 -0.01

17 -0.02 0.04 -0.01 0.00 -0.00 -0.01

43 1 17 0.01 0.01 -0.00 -0.00 0.00 0.00

28 0.00 0.01 0.00 0.00 0.00 0.00

2 17 -0.03 -0.02 0.01 0.00 -0.01 -0.01

28 0.03 0.02 -0.01 -0.00 0.00 -0.01

3 17 0.01 0.02 -0.00 -0.00 0.00 0.00

28 0.00 0.01 0.00 0.00 0.00 0.00

4 17 -0.03 -0.01 0.01 0.00 -0.01 -0.00

28 0.04 0.04 -0.01 -0.00 0.00 -0.01

5 17 -0.02 -0.01 0.01 0.00 -0.01 -0.00

28 0.04 0.03 -0.01 -0.00 0.00 -0.01

44 1 28 0.01 0.01 0.00 -0.00 -0.00 0.00

18 0.00 0.01 -0.00 0.00 -0.00 0.00

2 28 -0.01 -0.02 0.02 0.00 -0.00 -0.00

18 0.01 0.02 -0.02 -0.00 -0.01 -0.00

3 28 0.01 0.02 0.00 -0.00 -0.00 0.00

18 0.00 0.01 -0.00 0.00 -0.00 0.00

4 28 -0.01 -0.00 0.02 0.00 -0.01 -0.00

18 0.02 0.03 -0.02 -0.00 -0.01 -0.01

5 28 -0.01 -0.00 0.02 0.00 -0.00 -0.00

18 0.02 0.02 -0.02 -0.00 -0.01 -0.01

45 1 18 0.01 0.01 -0.00 -0.00 0.00 0.00

29 0.00 0.01 0.00 0.00 0.00 0.00

2 18 0.03 -0.01 0.02 0.00 -0.01 -0.00

29 -0.03 0.01 -0.02 -0.00 0.00 -0.00

3 18 0.01 0.02 -0.00 -0.00 0.00 0.00

29 0.00 0.01 0.00 0.00 0.00 0.00

4 18 0.06 0.00 0.02 0.00 -0.02 -0.00

29 -0.04 0.02 -0.02 -0.00 0.00 -0.00

5 18 0.05 0.00 0.02 0.00 -0.01 -0.00

29 -0.04 0.02 -0.02 -0.00 0.00 -0.00

46 1 29 0.01 0.01 0.00 -0.00 -0.00 0.00

19 0.00 0.01 -0.00 0.00 -0.00 0.00

2 29 -0.09 -0.01 0.03 0.00 -0.01 -0.00

19 0.09 0.01 -0.03 -0.00 -0.01 -0.00

3 29 0.01 0.02 0.00 -0.00 -0.00 0.00

19 0.00 0.01 -0.00 0.00 -0.00 0.00

4 29 -0.11 0.01 0.04 0.00 -0.01 -0.00

19 0.13 0.02 -0.04 -0.00 -0.01 -0.00

5 29 -0.10 0.01 0.03 0.00 -0.01 -0.00

19 0.11 0.02 -0.03 -0.00 -0.01 -0.00

Page 22 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 23: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 23

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

47 1 19 0.00 0.01 -0.00 -0.00 0.00 0.00

30 0.01 0.01 0.00 0.00 0.00 0.00

2 19 0.14 -0.00 0.03 -0.00 -0.02 -0.00

30 -0.14 0.00 -0.03 0.00 0.00 -0.00

3 19 0.00 0.02 -0.00 -0.00 0.00 0.00

30 0.01 0.01 0.00 0.00 0.00 0.00

4 19 0.20 0.01 0.04 -0.00 -0.02 0.00

30 -0.18 0.01 -0.04 0.00 0.00 -0.00

5 19 0.17 0.01 0.03 -0.00 -0.02 0.00

30 -0.16 0.01 -0.03 0.00 0.00 -0.00

48 1 30 -0.02 0.01 0.00 -0.00 -0.00 0.00

20 0.03 0.01 -0.00 0.00 -0.00 0.00

2 30 -0.21 -0.00 0.06 -0.00 -0.01 -0.00

20 0.21 0.00 -0.06 0.00 -0.03 -0.00

3 30 -0.03 0.02 0.00 -0.00 -0.00 0.00

20 0.04 0.01 -0.00 0.00 -0.00 0.00

4 30 -0.32 0.01 0.09 -0.00 -0.01 0.00

20 0.33 0.01 -0.09 0.00 -0.04 -0.00

5 30 -0.27 0.01 0.08 -0.00 -0.01 0.00

20 0.29 0.01 -0.08 0.00 -0.03 -0.00

49 1 31 7.05 0.00 0.05 -0.00 -0.01 0.00

6 -7.02 -0.00 -0.05 0.00 0.00 -0.00

2 31 -0.17 0.84 0.00 0.00 0.00 -0.15

6 0.17 1.79 -0.00 -0.00 -0.00 0.03

3 31 9.86 0.00 0.06 -0.00 -0.02 0.00

6 -9.82 -0.00 -0.06 0.00 0.00 -0.00

4 31 9.62 1.17 0.07 0.00 -0.02 -0.21

6 -9.58 2.50 -0.07 -0.00 -0.00 0.04

5 31 8.25 1.00 0.06 0.00 -0.01 -0.18

6 -8.21 2.15 -0.06 -0.00 -0.00 0.04

50 1 20 0.04 0.01 0.00 0.00 -0.00 0.00

31 -0.03 0.00 -0.00 -0.00 -0.00 0.00

2 20 0.37 0.00 0.05 0.00 -0.03 0.00

31 -0.37 -0.00 -0.05 -0.00 0.00 0.00

3 20 0.05 0.02 0.00 0.00 -0.00 0.00

31 -0.04 0.01 -0.00 -0.00 -0.00 0.00

4 20 0.56 0.02 0.08 0.00 -0.04 0.00

31 -0.55 0.00 -0.08 -0.00 0.00 0.00

5 20 0.48 0.02 0.07 0.00 -0.04 0.00

31 -0.47 0.00 -0.07 -0.00 0.00 0.00

51 1 31 0.06 0.01 0.00 -0.00 0.00 0.00

2 -0.05 0.01 -0.00 0.00 -0.00 0.00

Page 23 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 24: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 24

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 31 -0.44 -0.00 0.05 0.00 -0.01 -0.00

2 0.44 0.00 -0.05 -0.00 -0.02 -0.00

3 31 0.09 0.02 0.00 -0.00 0.00 0.00

2 -0.07 0.01 -0.00 0.00 -0.00 0.00

4 31 -0.53 0.01 0.07 0.00 -0.01 0.00

2 0.55 0.01 -0.07 -0.00 -0.03 -0.00

5 31 -0.46 0.01 0.06 0.00 -0.01 0.00

2 0.47 0.01 -0.06 -0.00 -0.02 -0.00

52 1 2 -0.05 0.01 -0.00 -0.00 0.00 0.00

6 0.05 0.01 0.00 0.00 0.00 -0.00

2 2 -0.24 0.00 0.25 0.00 -0.07 0.00

6 0.24 -0.00 -0.25 -0.00 -0.06 0.00

3 2 -0.06 0.02 -0.00 -0.00 0.00 0.00

6 0.06 0.01 0.00 0.00 0.00 -0.00

4 2 -0.41 0.02 0.35 0.00 -0.09 0.00

6 0.41 0.00 -0.35 -0.00 -0.08 0.00

5 2 -0.35 0.02 0.30 0.00 -0.08 0.00

6 0.35 0.00 -0.30 -0.00 -0.07 0.00

53 1 6 -0.00 0.01 0.00 0.00 -0.00 0.00

8 0.00 0.01 -0.00 -0.00 -0.00 -0.00

2 6 1.54 -0.17 -0.24 -0.00 0.06 -0.03

8 -1.54 0.17 0.24 0.00 0.06 -0.05

3 6 -0.00 0.01 0.00 0.00 -0.00 0.00

8 0.00 0.01 -0.00 -0.00 -0.00 -0.00

4 6 2.15 -0.23 -0.34 -0.00 0.09 -0.04

8 -2.15 0.25 0.34 0.00 0.08 -0.07

5 6 1.84 -0.19 -0.29 -0.00 0.08 -0.04

8 -1.84 0.22 0.29 0.00 0.07 -0.06

54 1 2 0.00 0.01 0.00 0.00 -0.00 0.00

4 -0.00 0.01 -0.00 -0.00 -0.00 -0.00

2 2 1.13 -0.17 -0.27 -0.00 0.06 -0.03

4 -1.13 0.17 0.27 0.00 0.07 -0.05

3 2 0.00 0.01 0.00 0.00 -0.00 0.00

4 -0.00 0.01 -0.00 -0.00 -0.00 -0.00

4 2 1.58 -0.23 -0.38 -0.00 0.09 -0.04

4 -1.58 0.25 0.38 0.00 0.10 -0.08

5 2 1.36 -0.19 -0.32 -0.00 0.07 -0.04

4 -1.36 0.22 0.32 0.00 0.09 -0.06

55 1 4 -0.04 0.01 -0.00 -0.00 0.00 0.00

8 0.04 0.01 0.00 0.00 0.00 -0.00

2 4 0.13 0.00 0.21 0.00 -0.05 0.00

8 -0.13 -0.00 -0.21 -0.00 -0.06 0.00

Page 24 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 25: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 25

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 4 -0.06 0.02 -0.00 -0.00 0.00 0.00

8 0.06 0.01 0.00 0.00 0.00 -0.00

4 4 0.12 0.02 0.30 0.00 -0.07 0.00

8 -0.12 0.01 -0.30 -0.00 -0.08 0.00

5 4 0.10 0.02 0.25 0.00 -0.06 0.00

8 -0.10 0.01 -0.25 -0.00 -0.07 0.00

56 1 32 8.16 -0.01 0.02 0.00 -0.01 -0.01

34 -8.10 0.01 -0.02 -0.00 0.00 -0.00

2 32 315.44 0.38 1.05 0.00 -0.49 0.52

34 -315.44 -0.38 -1.05 -0.00 -0.03 -0.33

3 32 11.42 -0.02 0.03 0.00 -0.01 -0.01

34 -11.33 0.02 -0.03 -0.00 0.00 -0.00

4 32 453.04 0.51 1.49 0.00 -0.70 0.72

34 -452.95 -0.51 -1.49 -0.00 -0.05 -0.46

5 32 388.32 0.44 1.28 0.00 -0.60 0.61

34 -388.25 -0.44 -1.28 -0.00 -0.04 -0.39

57 1 3 0.18 0.01 0.00 0.00 -0.00 0.00

32 -0.17 0.01 -0.00 -0.00 -0.00 -0.00

2 3 8.25 0.15 0.43 0.00 -0.19 0.05

32 -8.25 -0.15 -0.43 -0.00 -0.05 0.04

3 3 0.25 0.02 0.00 0.00 -0.00 0.00

32 -0.24 0.01 -0.00 -0.00 -0.00 -0.00

4 3 11.81 0.23 0.61 0.00 -0.27 0.07

32 -11.80 -0.20 -0.61 -0.00 -0.07 0.05

5 3 10.12 0.19 0.52 0.00 -0.23 0.06

32 -10.11 -0.17 -0.52 -0.00 -0.06 0.05

58 1 33 8.12 -0.01 -0.00 -0.00 0.00 -0.00

56 -8.09 0.01 0.00 0.00 -0.00 -0.00

2 33 316.20 0.39 -0.35 0.00 0.14 0.42

56 -316.20 -0.39 0.35 -0.00 -0.05 -0.32

3 33 11.36 -0.02 -0.01 -0.00 0.00 -0.00

56 -11.32 0.02 0.01 0.00 -0.00 -0.00

4 33 454.04 0.52 -0.49 0.00 0.20 0.59

56 -454.00 -0.52 0.49 -0.00 -0.07 -0.45

5 33 389.18 0.45 -0.42 0.00 0.17 0.50

56 -389.14 -0.45 0.42 -0.00 -0.06 -0.39

59 1 32 0.05 0.01 0.00 0.00 -0.00 0.00

33 -0.04 0.00 -0.00 -0.00 -0.00 0.00

2 32 1.70 0.21 -0.03 -0.00 0.01 0.06

33 -1.70 -0.21 0.03 0.00 0.00 0.05

3 32 0.07 0.02 0.00 0.00 -0.00 0.00

33 -0.06 0.01 -0.00 -0.00 -0.00 0.00

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Page 26: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 26

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 32 2.45 0.31 -0.03 -0.00 0.02 0.09

33 -2.44 -0.28 0.03 0.00 0.00 0.08

5 32 2.10 0.26 -0.03 -0.00 0.01 0.08

33 -2.09 -0.24 0.03 0.00 0.00 0.07

60 1 34 8.05 0.01 -0.00 -0.00 0.00 0.00

36 -7.99 -0.01 0.00 0.00 0.00 0.00

2 34 260.37 0.65 -0.02 -0.00 0.02 0.54

36 -260.37 -0.65 0.02 0.00 -0.01 -0.22

3 34 11.27 0.01 -0.01 -0.00 0.00 0.00

36 -11.18 -0.01 0.01 0.00 0.00 0.00

4 34 375.79 0.92 -0.03 -0.00 0.03 0.76

36 -375.71 -0.92 0.03 0.00 -0.01 -0.30

5 34 322.11 0.79 -0.03 -0.00 0.03 0.65

36 -322.03 -0.79 0.03 0.00 -0.01 -0.26

61 1 33 -0.01 0.01 -0.00 -0.00 0.00 0.00

34 0.02 0.00 0.00 0.00 -0.00 0.00

2 33 -0.45 0.18 0.04 0.00 -0.00 0.05

34 0.45 -0.18 -0.04 -0.00 -0.02 0.05

3 33 -0.02 0.02 -0.00 -0.00 0.00 0.00

34 0.03 0.01 0.00 0.00 -0.00 0.00

4 33 -0.65 0.27 0.06 0.00 -0.01 0.07

34 0.66 -0.24 -0.06 -0.00 -0.03 0.07

5 33 -0.55 0.23 0.05 0.00 -0.01 0.06

34 0.57 -0.21 -0.05 -0.00 -0.02 0.06

62 1 35 8.01 0.01 0.00 0.00 -0.00 0.00

57 -7.98 -0.01 -0.00 -0.00 0.00 0.00

2 35 260.39 0.66 0.07 0.00 -0.03 0.38

57 -260.39 -0.66 -0.07 -0.00 0.01 -0.21

3 35 11.21 0.01 0.01 0.00 -0.00 0.00

57 -11.17 -0.01 -0.01 -0.00 0.00 0.00

4 35 375.75 0.93 0.10 0.00 -0.04 0.53

57 -375.71 -0.93 -0.10 -0.00 0.02 -0.30

5 35 322.07 0.80 0.09 0.00 -0.04 0.45

57 -322.04 -0.80 -0.09 -0.00 0.01 -0.25

63 1 34 -0.00 0.01 -0.00 -0.00 0.00 0.00

35 0.01 0.00 0.00 0.00 0.00 0.00

2 34 -0.53 0.15 0.01 -0.00 -0.00 0.04

35 0.53 -0.15 -0.01 0.00 -0.00 0.04

3 34 -0.00 0.02 -0.00 -0.00 0.00 0.00

35 0.02 0.01 0.00 0.00 0.00 0.00

4 34 -0.74 0.23 0.01 -0.00 -0.00 0.06

35 0.75 -0.20 -0.01 0.00 -0.01 0.06

Page 26 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 27: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 27

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 34 -0.63 0.19 0.01 -0.00 -0.00 0.05

35 0.65 -0.17 -0.01 0.00 -0.00 0.05

64 1 36 7.95 0.00 -0.00 0.00 0.00 0.00

38 -7.89 -0.00 0.00 -0.00 0.00 0.00

2 36 211.13 0.49 0.01 -0.00 0.00 0.41

38 -211.13 -0.49 -0.01 0.00 -0.00 -0.17

3 36 11.12 0.00 -0.00 0.00 0.00 0.00

38 -11.04 -0.00 0.00 -0.00 0.00 0.00

4 36 306.71 0.69 0.00 -0.00 0.00 0.58

38 -306.63 -0.69 -0.00 0.00 -0.01 -0.23

5 36 262.90 0.59 0.00 -0.00 0.00 0.49

38 -262.83 -0.59 -0.00 0.00 -0.00 -0.20

65 1 35 0.01 0.01 0.00 -0.00 -0.00 0.00

36 0.00 0.00 -0.00 0.00 -0.00 0.00

2 35 0.19 0.13 0.02 0.00 0.00 0.04

36 -0.19 -0.13 -0.02 -0.00 -0.01 0.04

3 35 0.01 0.02 0.00 -0.00 -0.00 0.00

36 0.00 0.01 -0.00 0.00 -0.00 0.00

4 35 0.27 0.21 0.03 0.00 0.00 0.05

36 -0.26 -0.18 -0.03 -0.00 -0.02 0.05

5 35 0.23 0.18 0.02 0.00 0.00 0.05

36 -0.22 -0.16 -0.02 -0.00 -0.02 0.05

66 1 37 7.91 0.00 0.00 -0.00 -0.00 -0.00

58 -7.88 -0.00 -0.00 0.00 -0.00 0.00

2 37 210.75 0.50 -0.01 0.00 0.00 0.29

58 -210.75 -0.50 0.01 -0.00 -0.00 -0.16

3 37 11.07 0.00 0.00 -0.00 -0.00 -0.00

58 -11.03 -0.00 -0.00 0.00 -0.00 0.00

4 37 306.12 0.70 -0.00 0.00 0.00 0.40

58 -306.08 -0.70 0.00 -0.00 -0.00 -0.23

5 37 262.39 0.60 -0.00 0.00 0.00 0.34

58 -262.36 -0.60 0.00 -0.00 -0.00 -0.19

67 1 36 0.01 0.01 -0.00 -0.00 0.00 0.00

37 0.00 0.00 0.00 0.00 0.00 0.00

2 36 0.00 0.12 0.01 -0.00 -0.00 0.03

37 -0.00 -0.12 -0.01 0.00 -0.00 0.03

3 36 0.01 0.02 -0.00 -0.00 0.00 0.00

37 0.00 0.01 0.00 0.00 0.00 0.00

4 36 0.01 0.19 0.01 -0.00 -0.00 0.05

37 0.00 -0.16 -0.01 0.00 -0.00 0.05

5 36 0.01 0.16 0.01 -0.00 -0.00 0.04

37 0.00 -0.14 -0.01 0.00 -0.00 0.04

Page 27 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 28: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 28

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

68 1 38 7.85 0.00 -0.00 -0.00 0.00 0.00

40 -7.79 -0.00 0.00 0.00 0.00 0.00

2 38 166.94 0.46 0.02 -0.00 -0.00 0.34

40 -166.94 -0.46 -0.02 0.00 -0.01 -0.11

3 38 10.98 0.00 -0.00 -0.00 0.00 0.00

40 -10.90 -0.00 0.00 0.00 0.00 0.00

4 38 244.70 0.65 0.02 -0.00 -0.00 0.48

40 -244.61 -0.65 -0.02 0.00 -0.01 -0.15

5 38 209.74 0.56 0.02 -0.00 -0.00 0.41

40 -209.67 -0.56 -0.02 0.00 -0.01 -0.13

69 1 37 0.01 0.01 0.00 -0.00 -0.00 0.00

38 0.00 0.00 -0.00 0.00 -0.00 0.00

2 37 0.16 0.11 0.01 0.00 0.00 0.03

38 -0.16 -0.11 -0.01 -0.00 -0.01 0.03

3 37 0.01 0.02 0.00 -0.00 -0.00 0.00

38 0.00 0.01 -0.00 0.00 -0.00 0.00

4 37 0.24 0.17 0.02 0.00 0.00 0.05

38 -0.22 -0.15 -0.02 -0.00 -0.01 0.04

5 37 0.20 0.15 0.02 0.00 0.00 0.04

38 -0.19 -0.13 -0.02 -0.00 -0.01 0.04

70 1 39 7.81 0.00 0.00 -0.00 -0.00 0.00

59 -7.78 -0.00 -0.00 0.00 0.00 0.00

2 39 166.26 0.47 -0.00 0.00 -0.00 0.22

59 -166.26 -0.47 0.00 -0.00 0.00 -0.11

3 39 10.93 0.00 0.00 -0.00 -0.00 0.00

59 -10.89 -0.00 -0.00 0.00 0.00 0.00

4 39 243.69 0.67 -0.00 0.00 -0.00 0.31

59 -243.65 -0.67 0.00 -0.00 0.00 -0.15

5 39 208.88 0.57 -0.00 0.00 -0.00 0.27

59 -208.84 -0.57 0.00 -0.00 0.00 -0.13

71 1 38 0.01 0.01 -0.00 -0.00 0.00 0.00

39 0.00 0.00 0.00 0.00 0.00 0.00

2 38 -0.03 0.10 -0.00 -0.00 0.00 0.03

39 0.03 -0.10 0.00 0.00 -0.00 0.03

3 38 0.01 0.02 -0.00 -0.00 0.00 0.00

39 0.00 0.01 0.00 0.00 0.00 0.00

4 38 -0.03 0.15 -0.00 -0.00 0.00 0.04

39 0.05 -0.13 0.00 0.00 -0.00 0.04

5 38 -0.03 0.13 -0.00 -0.00 0.00 0.03

39 0.04 -0.11 0.00 0.00 -0.00 0.03

72 1 40 7.75 0.00 -0.00 -0.00 0.00 0.00

42 -7.69 -0.00 0.00 0.00 0.00 0.00

Page 28 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 29: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 29

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 40 127.93 0.40 0.01 -0.00 -0.00 0.26

42 -127.93 -0.40 -0.01 0.00 -0.01 -0.06

3 40 10.84 0.00 -0.00 -0.00 0.00 0.00

42 -10.76 -0.00 0.00 0.00 0.00 0.00

4 40 189.95 0.56 0.01 -0.00 0.00 0.37

42 -189.87 -0.56 -0.01 0.00 -0.01 -0.09

5 40 162.81 0.48 0.01 -0.00 0.00 0.32

42 -162.74 -0.48 -0.01 0.00 -0.01 -0.08

73 1 39 0.01 0.01 0.00 -0.00 -0.00 0.00

40 0.00 0.00 -0.00 0.00 -0.00 0.00

2 39 0.10 0.09 0.01 0.00 0.00 0.02

40 -0.10 -0.09 -0.01 -0.00 -0.01 0.02

3 39 0.01 0.02 0.00 -0.00 -0.00 0.00

40 0.00 0.01 -0.00 0.00 -0.00 0.00

4 39 0.15 0.14 0.01 0.00 0.00 0.04

40 -0.14 -0.11 -0.01 -0.00 -0.01 0.03

5 39 0.13 0.12 0.01 0.00 0.00 0.03

40 -0.12 -0.10 -0.01 -0.00 -0.01 0.03

74 1 41 7.71 0.00 0.00 -0.00 -0.00 -0.00

60 -7.68 -0.00 -0.00 0.00 0.00 0.00

2 41 127.04 0.41 -0.01 -0.00 0.00 0.16

60 -127.04 -0.41 0.01 0.00 0.00 -0.06

3 41 10.79 0.00 0.00 -0.00 -0.00 -0.00

60 -10.75 -0.00 -0.00 0.00 0.00 0.00

4 41 188.64 0.58 -0.00 -0.00 -0.00 0.23

60 -188.60 -0.58 0.00 0.00 0.00 -0.08

5 41 161.69 0.49 -0.00 -0.00 -0.00 0.19

60 -161.66 -0.49 0.00 0.00 0.00 -0.07

75 1 40 0.01 0.01 -0.00 -0.00 0.00 0.00

41 0.00 0.00 0.00 0.00 0.00 0.00

2 40 -0.02 0.07 -0.00 -0.00 0.00 0.02

41 0.02 -0.07 0.00 0.00 -0.00 0.02

3 40 0.01 0.02 -0.00 -0.00 0.00 0.00

41 0.00 0.01 0.00 0.00 0.00 0.00

4 40 -0.02 0.12 -0.01 -0.00 0.00 0.03

41 0.03 -0.10 0.01 0.00 -0.00 0.03

5 40 -0.02 0.11 -0.01 -0.00 0.00 0.03

41 0.03 -0.08 0.01 0.00 -0.00 0.03

76 1 42 7.64 0.00 -0.00 -0.00 0.00 0.00

44 -7.59 -0.00 0.00 0.00 0.00 0.00

2 42 94.12 0.34 0.01 -0.00 0.00 0.20

44 -94.12 -0.34 -0.01 0.00 -0.01 -0.03

Page 29 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 30: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 30

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 42 10.70 0.00 -0.00 -0.00 0.00 0.00

44 -10.62 -0.00 0.00 0.00 0.00 0.00

4 42 142.48 0.49 0.01 -0.00 0.00 0.28

44 -142.39 -0.49 -0.01 0.00 -0.01 -0.03

5 42 122.12 0.42 0.01 -0.00 0.00 0.24

44 -122.05 -0.42 -0.01 0.00 -0.01 -0.03

77 1 41 0.01 0.01 0.00 -0.00 -0.00 0.00

42 0.00 0.01 -0.00 0.00 -0.00 0.00

2 41 0.08 0.07 0.01 0.00 0.00 0.02

42 -0.08 -0.07 -0.01 -0.00 -0.00 0.02

3 41 0.01 0.02 0.00 -0.00 -0.00 0.00

42 0.00 0.01 -0.00 0.00 -0.00 0.00

4 41 0.13 0.11 0.01 0.00 0.00 0.03

42 -0.11 -0.08 -0.01 -0.00 -0.01 0.03

5 41 0.11 0.09 0.01 0.00 0.00 0.02

42 -0.10 -0.07 -0.01 -0.00 -0.01 0.02

78 1 43 7.60 0.00 0.00 -0.00 -0.00 -0.00

61 -7.57 -0.00 -0.00 0.00 0.00 0.00

2 43 93.04 0.35 -0.01 -0.00 0.00 0.11

61 -93.04 -0.35 0.01 0.00 0.00 -0.02

3 43 10.65 0.00 0.00 -0.00 -0.00 -0.00

61 -10.60 -0.00 -0.00 0.00 0.00 0.00

4 43 140.91 0.50 -0.00 -0.00 -0.00 0.15

61 -140.86 -0.50 0.00 0.00 0.00 -0.03

5 43 120.78 0.43 -0.00 -0.00 -0.00 0.13

61 -120.74 -0.43 0.00 0.00 0.00 -0.03

79 1 42 0.01 0.01 -0.00 -0.00 0.00 0.00

43 0.00 0.01 0.00 0.00 0.00 0.00

2 42 -0.02 0.06 -0.01 -0.00 0.00 0.02

43 0.02 -0.06 0.01 0.00 0.00 0.02

3 42 0.01 0.02 -0.00 -0.00 0.00 0.00

43 0.00 0.01 0.00 0.00 0.00 0.00

4 42 -0.02 0.10 -0.01 -0.00 0.00 0.02

43 0.04 -0.07 0.01 0.00 0.00 0.02

5 42 -0.02 0.08 -0.01 -0.00 0.00 0.02

43 0.03 -0.06 0.01 0.00 0.00 0.02

80 1 44 7.54 0.00 -0.00 -0.00 0.00 0.00

46 -7.48 -0.00 0.00 0.00 0.00 0.00

2 44 65.52 0.28 0.01 -0.00 0.00 0.14

46 -65.52 -0.28 -0.01 0.00 -0.01 0.00

3 44 10.56 0.00 -0.00 -0.00 0.00 0.00

46 -10.48 -0.00 0.00 0.00 0.00 0.00

Page 30 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 31: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 31

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 44 102.29 0.40 0.01 -0.00 0.00 0.20

46 -102.21 -0.40 -0.01 0.00 -0.01 0.01

5 44 87.68 0.35 0.01 -0.00 0.00 0.17

46 -87.61 -0.35 -0.01 0.00 -0.01 0.00

81 1 43 0.01 0.01 0.00 -0.00 -0.00 0.00

44 0.00 0.01 -0.00 0.00 -0.00 0.00

2 43 0.07 0.05 0.01 0.00 0.00 0.01

44 -0.07 -0.05 -0.01 -0.00 -0.00 0.01

3 43 0.01 0.02 0.00 -0.00 -0.00 0.00

44 0.00 0.01 -0.00 0.00 -0.00 0.00

4 43 0.11 0.08 0.01 0.00 0.00 0.02

44 -0.10 -0.06 -0.01 -0.00 -0.01 0.02

5 43 0.09 0.07 0.01 0.00 0.00 0.02

44 -0.08 -0.05 -0.01 -0.00 -0.00 0.02

82 1 45 7.50 0.00 0.00 -0.00 -0.00 -0.00

62 -7.47 -0.00 -0.00 0.00 0.00 0.00

2 45 64.27 0.29 -0.00 0.00 0.00 0.07

62 -64.27 -0.29 0.00 -0.00 0.00 0.01

3 45 10.50 0.00 0.00 -0.00 -0.00 -0.00

62 -10.46 -0.00 -0.00 0.00 0.00 0.00

4 45 100.48 0.41 -0.00 0.00 0.00 0.09

62 -100.44 -0.41 0.00 -0.00 0.00 0.01

5 45 86.13 0.35 -0.00 0.00 0.00 0.08

62 -86.09 -0.35 0.00 -0.00 0.00 0.01

83 1 44 0.01 0.01 -0.00 -0.00 0.00 0.00

45 0.00 0.01 0.00 0.00 0.00 0.00

2 44 -0.03 0.04 -0.01 -0.00 0.00 0.01

45 0.03 -0.04 0.01 0.00 0.00 0.01

3 44 0.01 0.02 -0.00 -0.00 0.00 0.00

45 0.00 0.01 0.00 0.00 0.00 0.00

4 44 -0.03 0.07 -0.01 -0.00 0.00 0.02

45 0.04 -0.05 0.01 0.00 0.00 0.02

5 44 -0.02 0.06 -0.01 -0.00 0.00 0.01

45 0.04 -0.04 0.01 0.00 0.00 0.01

84 1 46 7.44 0.00 -0.00 -0.00 0.00 0.00

48 -7.38 -0.00 0.00 0.00 0.00 0.00

2 46 42.12 0.24 0.01 -0.00 0.00 0.09

48 -42.12 -0.24 -0.01 0.00 -0.01 0.03

3 46 10.42 0.00 -0.00 -0.00 0.00 0.00

48 -10.34 -0.00 0.00 0.00 0.00 0.00

4 46 69.39 0.33 0.00 -0.00 0.01 0.13

48 -69.31 -0.33 -0.00 0.00 -0.01 0.04

Page 31 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 32: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 32

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 46 59.48 0.29 0.00 -0.00 0.00 0.11

48 -59.41 -0.29 -0.00 0.00 -0.01 0.03

85 1 45 0.01 0.01 0.00 -0.00 -0.00 0.00

46 0.00 0.01 -0.00 0.00 -0.00 0.00

2 45 0.06 0.03 0.01 0.00 -0.00 0.01

46 -0.06 -0.03 -0.01 -0.00 -0.00 0.01

3 45 0.01 0.02 0.00 -0.00 -0.00 0.00

46 0.00 0.01 -0.00 0.00 -0.00 0.00

4 45 0.09 0.06 0.01 0.00 -0.00 0.02

46 -0.07 -0.04 -0.01 -0.00 -0.01 0.01

5 45 0.07 0.05 0.01 0.00 -0.00 0.01

46 -0.06 -0.03 -0.01 -0.00 -0.01 0.01

86 1 47 7.40 0.00 0.00 -0.00 -0.00 -0.00

63 -7.37 -0.00 -0.00 0.00 -0.00 0.00

2 47 40.75 0.23 0.00 0.00 0.00 0.03

63 -40.75 -0.23 -0.00 -0.00 -0.00 0.03

3 47 10.36 0.00 0.00 -0.00 -0.00 -0.00

63 -10.32 -0.00 -0.00 0.00 -0.00 0.00

4 47 67.41 0.33 0.01 0.00 0.00 0.04

63 -67.37 -0.33 -0.01 -0.00 -0.00 0.04

5 47 57.78 0.28 0.01 0.00 0.00 0.03

63 -57.74 -0.28 -0.01 -0.00 -0.00 0.04

87 1 46 0.01 0.01 -0.00 -0.00 0.00 0.00

47 0.00 0.01 0.00 0.00 0.00 0.00

2 46 -0.02 0.03 -0.00 -0.00 0.00 0.01

47 0.02 -0.03 0.00 0.00 0.00 0.01

3 46 0.01 0.02 -0.00 -0.00 0.00 0.00

47 0.00 0.01 0.00 0.00 0.00 0.00

4 46 -0.02 0.05 -0.00 -0.00 0.00 0.01

47 0.03 -0.03 0.00 0.00 0.00 0.01

5 46 -0.02 0.05 -0.00 -0.00 0.00 0.01

47 0.03 -0.02 0.00 0.00 0.00 0.01

88 1 48 7.34 0.00 -0.00 0.00 0.00 0.00

50 -7.28 -0.00 0.00 -0.00 0.00 0.00

2 48 23.86 0.14 0.00 -0.00 0.00 0.04

50 -23.86 -0.14 -0.00 0.00 -0.01 0.03

3 48 10.28 0.00 -0.00 0.00 0.00 0.00

50 -10.20 -0.00 0.00 -0.00 0.00 0.00

4 48 43.69 0.20 -0.00 -0.00 0.01 0.06

50 -43.60 -0.20 0.00 0.00 -0.01 0.04

5 48 37.45 0.18 -0.00 -0.00 0.01 0.05

50 -37.37 -0.18 0.00 0.00 -0.01 0.03

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Page 33: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 33

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

89 1 47 0.01 0.01 0.00 -0.00 -0.00 0.00

48 0.00 0.01 -0.00 0.00 -0.00 0.00

2 47 0.03 0.02 0.02 0.00 -0.00 0.01

48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01

3 47 0.01 0.02 0.00 -0.00 -0.00 0.00

48 0.00 0.01 -0.00 0.00 -0.00 0.00

4 47 0.05 0.05 0.02 0.00 -0.00 0.01

48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01

5 47 0.04 0.04 0.02 0.00 -0.00 0.01

48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01

90 1 49 7.30 0.00 0.00 -0.00 -0.00 0.00

64 -7.27 -0.00 -0.00 0.00 0.00 0.00

2 49 22.48 0.12 0.01 0.00 0.00 0.00

64 -22.48 -0.12 -0.01 -0.00 -0.00 0.03

3 49 10.22 0.00 0.00 -0.00 -0.00 0.00

64 -10.18 -0.00 -0.00 0.00 0.00 0.00

4 49 41.70 0.17 0.02 0.00 -0.00 0.00

64 -41.65 -0.17 -0.02 -0.00 -0.00 0.04

5 49 35.74 0.15 0.01 0.00 -0.00 0.00

64 -35.70 -0.15 -0.01 -0.00 -0.00 0.03

91 1 48 0.01 0.01 -0.00 -0.00 0.00 0.00

49 0.00 0.01 0.00 0.00 0.00 0.00

2 48 0.01 0.01 0.00 -0.00 -0.00 0.00

49 -0.01 -0.01 -0.00 0.00 0.00 0.00

3 48 0.01 0.02 -0.00 -0.00 0.00 0.00

49 0.00 0.01 0.00 0.00 0.00 0.00

4 48 0.02 0.04 0.01 -0.00 -0.01 0.01

49 -0.01 -0.01 -0.01 0.00 0.00 0.01

5 48 0.02 0.03 0.00 -0.00 -0.00 0.01

49 -0.01 -0.01 -0.00 0.00 0.00 0.01

92 1 50 7.24 0.00 -0.00 -0.00 0.00 0.00

52 -7.19 -0.00 0.00 0.00 -0.00 0.00

2 50 10.81 0.26 0.01 -0.00 0.01 0.03

52 -10.81 -0.26 -0.01 0.00 -0.01 0.10

3 50 10.14 0.00 -0.00 -0.00 0.00 0.00

52 -10.06 -0.00 0.00 0.00 -0.00 0.00

4 50 25.28 0.37 0.01 -0.00 0.01 0.04

52 -25.20 -0.37 -0.01 0.00 -0.01 0.14

5 50 21.67 0.31 0.01 -0.00 0.01 0.03

52 -21.60 -0.31 -0.01 0.00 -0.01 0.12

93 1 49 0.01 0.01 0.00 -0.00 -0.00 0.00

50 0.00 0.01 -0.00 0.00 -0.00 0.00

Page 33 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 34: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 34

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 49 -0.03 0.01 0.02 0.00 -0.00 0.00

50 0.03 -0.01 -0.02 -0.00 -0.01 0.00

3 49 0.01 0.02 0.00 -0.00 -0.00 0.00

50 0.00 0.01 -0.00 0.00 -0.00 0.00

4 49 -0.03 0.03 0.03 0.00 -0.01 0.01

50 0.05 -0.01 -0.03 -0.00 -0.01 0.00

5 49 -0.03 0.03 0.03 0.00 -0.00 0.01

50 0.04 -0.01 -0.03 -0.00 -0.01 0.00

94 1 51 7.20 0.00 0.01 -0.00 -0.00 -0.00

65 -7.17 -0.00 -0.01 0.00 -0.00 0.00

2 51 9.70 0.23 -0.00 0.00 -0.00 -0.05

65 -9.70 -0.23 0.00 -0.00 0.00 0.11

3 51 10.08 0.00 0.01 -0.00 -0.00 -0.00

65 -10.04 -0.00 -0.01 0.00 -0.00 0.00

4 51 23.67 0.33 0.00 0.00 -0.00 -0.07

65 -23.63 -0.33 -0.00 -0.00 0.00 0.15

5 51 20.29 0.28 0.00 0.00 -0.00 -0.06

65 -20.25 -0.28 -0.00 -0.00 0.00 0.13

95 1 50 0.01 0.01 -0.00 -0.00 0.00 0.00

51 0.00 0.01 0.00 0.00 0.00 0.00

2 50 0.09 0.01 0.01 0.00 -0.01 0.00

51 -0.09 -0.01 -0.01 -0.00 0.00 0.00

3 50 0.01 0.02 -0.00 -0.00 0.00 0.00

51 0.00 0.01 0.00 0.00 0.00 0.00

4 50 0.14 0.03 0.02 0.00 -0.01 0.01

51 -0.13 -0.00 -0.02 -0.00 0.00 0.00

5 50 0.12 0.02 0.02 0.00 -0.01 0.00

51 -0.11 -0.00 -0.02 -0.00 0.00 0.00

96 1 52 7.15 0.01 -0.03 0.00 0.00 0.00

54 -7.09 -0.01 0.03 -0.00 0.01 0.00

2 52 2.13 -0.60 -0.09 0.00 0.01 -0.07

54 -2.13 0.60 0.09 -0.00 0.03 -0.23

3 52 10.01 0.01 -0.04 0.00 0.00 0.00

54 -9.93 -0.01 0.04 -0.00 0.02 0.00

4 52 13.00 -0.83 -0.17 0.00 0.02 -0.10

54 -12.92 0.83 0.17 -0.00 0.06 -0.31

5 52 11.14 -0.71 -0.14 0.00 0.02 -0.09

54 -11.07 0.71 0.14 -0.00 0.06 -0.27

97 1 51 0.00 0.01 0.00 -0.00 -0.00 0.00

52 0.01 0.01 -0.00 0.00 -0.00 0.00

2 51 -0.12 0.00 0.05 -0.00 -0.01 0.00

52 0.12 -0.00 -0.05 0.00 -0.02 0.00

Page 34 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 35: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 35

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 51 0.00 0.02 0.00 -0.00 -0.00 0.00

52 0.01 0.01 -0.00 0.00 -0.00 0.00

4 51 -0.17 0.02 0.06 -0.00 -0.01 0.00

52 0.18 0.00 -0.06 0.00 -0.03 0.00

5 51 -0.14 0.02 0.05 -0.00 -0.01 0.00

52 0.16 0.00 -0.05 0.00 -0.02 0.00

98 1 53 7.07 0.00 0.00 0.00 -0.00 -0.00

66 -7.04 -0.00 -0.00 -0.00 -0.00 0.00

2 53 1.60 -0.72 0.08 0.00 -0.02 0.08

66 -1.60 0.72 -0.08 -0.00 -0.00 -0.26

3 53 9.90 0.00 0.00 0.00 -0.00 -0.00

66 -9.86 -0.00 -0.00 -0.00 -0.00 0.00

4 53 12.13 -1.00 0.11 0.00 -0.02 0.11

66 -12.09 1.00 -0.11 -0.00 -0.00 -0.36

5 53 10.40 -0.86 0.09 0.00 -0.02 0.09

66 -10.36 0.86 -0.09 -0.00 -0.00 -0.31

99 1 52 -0.02 0.01 -0.00 -0.00 0.00 0.00

53 0.03 0.01 0.00 0.00 0.00 0.00

2 52 0.11 0.00 0.03 -0.00 -0.02 0.00

53 -0.11 -0.00 -0.03 0.00 0.00 0.00

3 52 -0.03 0.02 -0.00 -0.00 0.00 0.00

53 0.04 0.01 0.00 0.00 0.00 0.00

4 52 0.12 0.02 0.05 -0.00 -0.03 0.00

53 -0.11 0.00 -0.05 0.00 0.00 0.00

5 52 0.11 0.02 0.04 -0.00 -0.02 0.00

53 -0.09 0.00 -0.04 0.00 0.00 0.00

100 1 54 7.05 0.00 0.04 -0.00 -0.01 -0.00

8 -7.02 -0.00 -0.04 0.00 0.00 0.00

2 54 0.17 1.32 0.11 -0.00 -0.03 0.28

8 -0.17 -1.32 -0.11 0.00 -0.00 0.05

3 54 9.87 0.00 0.06 -0.00 -0.02 -0.00

8 -9.82 -0.00 -0.06 0.00 0.00 0.00

4 54 10.10 1.85 0.22 -0.00 -0.05 0.39

8 -10.06 -1.85 -0.22 0.00 -0.00 0.07

5 54 8.66 1.59 0.19 -0.00 -0.05 0.33

8 -8.62 -1.59 -0.19 0.00 -0.00 0.06

101 1 53 0.04 0.01 0.00 -0.00 -0.00 0.00

54 -0.03 0.00 -0.00 0.00 -0.00 0.00

2 53 -0.29 0.00 0.04 0.00 -0.01 0.00

54 0.29 -0.00 -0.04 -0.00 -0.01 0.00

3 53 0.05 0.02 0.00 -0.00 -0.00 0.00

54 -0.04 0.01 -0.00 0.00 -0.00 0.00

Page 35 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 36: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 36

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 53 -0.35 0.02 0.06 0.00 -0.01 0.00

54 0.36 0.00 -0.06 -0.00 -0.02 0.00

5 53 -0.30 0.02 0.05 0.00 -0.01 0.00

54 0.31 0.00 -0.05 -0.00 -0.01 0.00

102 1 54 0.06 0.01 0.00 0.00 -0.00 0.00

4 -0.05 0.01 -0.00 -0.00 0.00 0.00

2 54 -0.44 -0.00 0.10 -0.00 -0.03 -0.00

4 0.44 0.00 -0.10 0.00 -0.03 0.00

3 54 0.08 0.02 0.00 0.00 -0.00 0.00

4 -0.07 0.01 -0.00 -0.00 0.00 0.00

4 54 -0.53 0.02 0.14 -0.00 -0.04 0.00

4 0.55 0.01 -0.14 0.00 -0.04 0.00

5 54 -0.46 0.01 0.12 -0.00 -0.03 0.00

4 0.47 0.01 -0.12 0.00 -0.04 0.00

103 1 55 8.14 -0.01 0.02 0.00 -0.00 -0.01

33 -8.11 0.01 -0.02 -0.00 -0.00 0.00

2 55 315.21 0.40 0.60 -0.00 -0.02 0.52

33 -315.21 -0.40 -0.60 0.00 -0.13 -0.42

3 55 11.39 -0.02 0.03 0.00 -0.00 -0.01

33 -11.35 0.02 -0.03 -0.00 -0.01 0.00

4 55 452.69 0.55 0.86 -0.00 -0.02 0.73

33 -452.65 -0.55 -0.86 0.00 -0.19 -0.59

5 55 388.02 0.47 0.74 -0.00 -0.02 0.62

33 -387.99 -0.47 -0.74 0.00 -0.17 -0.51

104 1 1 0.11 0.01 0.00 0.00 -0.00 0.00

55 -0.10 0.01 -0.00 -0.00 -0.00 -0.00

2 1 -54.56 -0.19 -0.02 0.00 0.00 -0.01

55 54.56 0.19 0.02 -0.00 0.01 -0.10

3 1 0.15 0.02 0.00 0.00 -0.00 0.00

55 -0.14 0.01 -0.00 -0.00 -0.00 -0.00

4 1 -76.23 -0.25 -0.02 0.00 0.00 -0.01

55 76.24 0.27 0.02 -0.00 0.01 -0.14

5 1 -65.34 -0.21 -0.02 0.00 0.00 -0.01

55 65.35 0.24 0.02 -0.00 0.01 -0.12

105 1 55 0.03 0.01 -0.00 0.00 0.00 0.00

10 -0.02 0.00 0.00 -0.00 0.00 0.00

2 55 63.74 0.48 -0.00 0.00 -0.01 0.12

10 -63.74 -0.48 0.00 -0.00 0.01 0.15

3 55 0.04 0.02 -0.00 0.00 0.00 0.00

10 -0.02 0.00 0.00 -0.00 0.00 0.00

4 55 89.27 0.70 -0.00 0.00 -0.01 0.17

10 -89.26 -0.67 0.00 -0.00 0.01 0.22

Page 36 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 37: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 37

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 55 76.52 0.60 -0.00 0.00 -0.01 0.14

10 -76.51 -0.57 0.00 -0.00 0.01 0.19

106 1 56 8.06 0.01 -0.00 0.00 0.00 0.00

35 -8.03 -0.01 0.00 -0.00 -0.00 -0.00

2 56 260.70 0.69 -0.36 -0.00 0.06 0.55

35 -260.70 -0.69 0.36 0.00 0.03 -0.38

3 56 11.29 0.01 -0.01 0.00 0.00 0.00

35 -11.24 -0.01 0.01 -0.00 -0.00 -0.00

4 56 376.26 0.97 -0.51 -0.00 0.08 0.77

35 -376.22 -0.97 0.51 0.00 0.05 -0.53

5 56 322.51 0.83 -0.44 -0.00 0.07 0.66

35 -322.47 -0.83 0.44 0.00 0.04 -0.45

107 1 10 -0.01 0.01 -0.00 -0.00 0.00 0.00

56 0.02 0.00 0.00 0.00 0.00 0.00

2 10 -61.43 -0.44 0.01 0.00 -0.00 -0.11

56 61.43 0.44 -0.01 -0.00 -0.00 -0.13

3 10 -0.01 0.02 -0.00 -0.00 0.00 0.00

56 0.02 0.01 0.00 0.00 0.00 0.00

4 10 -86.02 -0.60 0.01 0.00 -0.00 -0.16

56 86.03 0.63 -0.01 -0.00 -0.00 -0.19

5 10 -73.73 -0.51 0.01 0.00 -0.00 -0.13

56 73.74 0.54 -0.01 -0.00 -0.00 -0.16

108 1 56 0.00 0.01 0.00 0.00 -0.00 0.00

11 0.01 0.01 -0.00 -0.00 -0.00 0.00

2 56 61.06 0.37 -0.02 -0.00 0.01 0.09

11 -61.06 -0.37 0.02 0.00 0.01 0.12

3 56 0.00 0.02 0.00 0.00 -0.00 0.00

11 0.01 0.01 -0.00 -0.00 -0.00 0.00

4 56 85.48 0.53 -0.03 -0.00 0.01 0.13

11 -85.47 -0.51 0.03 0.00 0.01 0.16

5 56 73.27 0.46 -0.03 -0.00 0.01 0.11

11 -73.26 -0.44 0.03 0.00 0.01 0.14

109 1 57 7.96 0.00 0.00 0.00 -0.00 0.00

37 -7.93 -0.00 -0.00 -0.00 -0.00 0.00

2 57 210.82 0.52 0.04 -0.00 -0.01 0.41

37 -210.82 -0.52 -0.04 0.00 0.00 -0.29

3 57 11.14 0.00 0.01 0.00 -0.00 0.00

37 -11.10 -0.00 -0.01 -0.00 -0.00 0.00

4 57 306.28 0.73 0.06 -0.00 -0.02 0.58

37 -306.24 -0.73 -0.06 0.00 0.00 -0.40

5 57 262.53 0.63 0.05 -0.00 -0.01 0.50

37 -262.49 -0.63 -0.05 0.00 0.00 -0.34

Page 37 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 38: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 38

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

110 1 58 7.86 0.00 0.00 0.00 0.00 0.00

39 -7.83 -0.00 -0.00 -0.00 -0.00 -0.00

2 58 166.31 0.48 -0.02 0.00 0.00 0.34

39 -166.31 -0.48 0.02 -0.00 0.00 -0.22

3 58 11.00 0.00 0.00 0.00 0.00 0.00

39 -10.96 -0.00 -0.00 -0.00 -0.00 -0.00

4 58 243.83 0.68 -0.02 0.00 0.00 0.48

39 -243.79 -0.68 0.02 -0.00 0.00 -0.31

5 58 209.00 0.58 -0.02 0.00 0.00 0.41

39 -208.96 -0.58 0.02 -0.00 0.00 -0.27

111 1 59 7.76 0.00 0.00 0.00 0.00 0.00

41 -7.73 -0.00 -0.00 -0.00 -0.00 -0.00

2 59 127.08 0.41 -0.01 0.00 -0.00 0.26

41 -127.08 -0.41 0.01 -0.00 0.00 -0.16

3 59 10.86 0.00 0.00 0.00 0.00 0.00

41 -10.82 -0.00 -0.00 -0.00 -0.00 -0.00

4 59 188.77 0.58 -0.01 0.00 -0.00 0.37

41 -188.72 -0.58 0.01 -0.00 0.00 -0.23

5 59 161.80 0.50 -0.01 0.00 -0.00 0.32

41 -161.76 -0.50 0.01 -0.00 0.00 -0.19

112 1 11 0.01 0.01 0.00 0.00 -0.00 0.00

57 -0.00 0.00 -0.00 -0.00 -0.00 0.00

2 11 -54.64 -0.36 -0.02 0.00 0.01 -0.09

57 54.64 0.36 0.02 -0.00 0.00 -0.11

3 11 0.01 0.02 0.00 0.00 -0.00 0.00

57 -0.00 0.01 -0.00 -0.00 -0.00 0.00

4 11 -76.48 -0.49 -0.03 0.00 0.02 -0.12

57 76.49 0.52 0.03 -0.00 0.00 -0.16

5 11 -65.55 -0.42 -0.03 0.00 0.01 -0.10

57 65.56 0.44 0.03 -0.00 0.00 -0.14

113 1 57 0.01 0.01 -0.00 0.00 0.00 0.00

12 0.00 0.00 0.00 -0.00 0.00 0.00

2 57 54.79 0.35 -0.01 -0.00 0.00 0.09

12 -54.79 -0.35 0.01 0.00 0.00 0.11

3 57 0.01 0.02 -0.00 0.00 0.00 0.00

12 0.00 0.01 0.00 -0.00 0.00 0.00

4 57 76.71 0.51 -0.01 -0.00 0.00 0.12

12 -76.70 -0.48 0.01 0.00 0.01 0.15

5 57 65.75 0.43 -0.01 -0.00 0.00 0.11

12 -65.74 -0.41 0.01 0.00 0.00 0.13

114 1 12 0.01 0.01 0.00 0.00 -0.00 0.00

58 0.00 0.00 -0.00 -0.00 -0.00 0.00

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Page 39: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 39

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 12 -49.05 -0.33 -0.01 0.00 0.01 -0.08

58 49.05 0.33 0.01 -0.00 -0.00 -0.10

3 12 0.01 0.02 0.00 0.00 -0.00 0.00

58 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 12 -68.66 -0.45 -0.02 0.00 0.01 -0.11

58 68.67 0.47 0.02 -0.00 -0.00 -0.14

5 12 -58.85 -0.38 -0.01 0.00 0.01 -0.10

58 58.86 0.41 0.01 -0.00 -0.00 -0.12

115 1 58 0.01 0.01 -0.00 0.00 0.00 0.00

13 0.00 0.00 0.00 -0.00 0.00 0.00

2 58 49.06 0.31 -0.00 -0.00 0.00 0.08

13 -49.06 -0.31 0.00 0.00 0.00 0.09

3 58 0.01 0.02 -0.00 0.00 0.00 0.00

13 0.00 0.01 0.00 -0.00 0.00 0.00

4 58 68.69 0.45 -0.01 -0.00 0.00 0.11

13 -68.67 -0.42 0.01 0.00 0.00 0.13

5 58 58.88 0.38 -0.01 -0.00 0.00 0.10

13 -58.86 -0.36 0.01 0.00 0.00 0.11

116 1 13 0.01 0.01 0.00 0.00 -0.00 0.00

59 0.00 0.00 -0.00 -0.00 -0.00 0.00

2 13 -43.21 -0.29 -0.01 -0.00 0.00 -0.08

59 43.21 0.29 0.01 0.00 -0.00 -0.09

3 13 0.01 0.02 0.00 0.00 -0.00 0.00

59 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 13 -60.49 -0.39 -0.01 -0.00 0.01 -0.10

59 60.50 0.42 0.01 0.00 -0.00 -0.12

5 13 -51.85 -0.34 -0.01 -0.00 0.01 -0.09

59 51.86 0.36 0.01 0.00 -0.00 -0.11

117 1 59 0.01 0.01 -0.00 0.00 0.00 0.00

14 0.00 0.00 0.00 -0.00 0.00 0.00

2 59 43.27 0.27 -0.00 -0.00 0.00 0.07

14 -43.27 -0.27 0.00 0.00 -0.00 0.08

3 59 0.01 0.02 -0.00 0.00 0.00 0.00

14 0.00 0.01 0.00 -0.00 0.00 0.00

4 59 60.59 0.40 -0.00 -0.00 0.00 0.10

14 -60.58 -0.37 0.00 0.00 -0.00 0.11

5 59 51.93 0.34 -0.00 -0.00 0.00 0.09

14 -51.92 -0.32 0.00 0.00 -0.00 0.10

118 1 60 7.66 0.00 0.00 0.00 0.00 0.00

43 -7.63 -0.00 -0.00 -0.00 -0.00 -0.00

2 60 93.08 0.35 -0.01 0.00 -0.00 0.20

43 -93.08 -0.35 0.01 -0.00 0.00 -0.11

Page 39 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 40: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 40

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 60 10.72 0.00 0.00 0.00 0.00 0.00

43 -10.68 -0.00 -0.00 -0.00 -0.00 -0.00

4 60 141.02 0.50 -0.01 0.00 -0.00 0.28

43 -140.98 -0.50 0.01 -0.00 0.00 -0.15

5 60 120.88 0.43 -0.01 0.00 -0.00 0.24

43 -120.84 -0.43 0.01 -0.00 0.00 -0.13

119 1 61 7.55 0.00 0.00 0.00 0.00 0.00

45 -7.52 -0.00 -0.00 -0.00 -0.00 -0.00

2 61 64.30 0.29 -0.01 0.00 0.00 0.14

45 -64.30 -0.29 0.01 -0.00 0.00 -0.07

3 61 10.58 0.00 0.00 0.00 0.00 0.00

45 -10.53 -0.00 -0.00 -0.00 -0.00 -0.00

4 61 100.60 0.41 -0.01 0.00 0.00 0.20

45 -100.56 -0.41 0.01 -0.00 0.00 -0.09

5 61 86.23 0.35 -0.01 0.00 0.00 0.17

45 -86.19 -0.35 0.01 -0.00 0.00 -0.08

120 1 62 7.45 0.00 0.00 0.00 0.00 0.00

47 -7.42 -0.00 -0.00 -0.00 -0.00 -0.00

2 62 40.76 0.24 -0.01 -0.00 0.00 0.09

47 -40.76 -0.24 0.01 0.00 0.00 -0.03

3 62 10.43 0.00 0.00 0.00 0.00 0.00

47 -10.39 -0.00 -0.00 -0.00 -0.00 -0.00

4 62 67.50 0.34 -0.01 -0.00 0.00 0.13

47 -67.46 -0.34 0.01 0.00 0.00 -0.04

5 62 57.86 0.30 -0.01 -0.00 0.00 0.11

47 -57.82 -0.30 0.01 0.00 0.00 -0.03

121 1 63 7.35 0.00 0.00 0.00 0.00 0.00

49 -7.32 -0.00 -0.00 -0.00 -0.00 -0.00

2 63 22.46 0.15 -0.02 -0.00 0.00 0.04

49 -22.46 -0.15 0.02 0.00 0.00 -0.01

3 63 10.29 0.00 0.00 0.00 0.00 0.00

49 -10.25 -0.00 -0.00 -0.00 -0.00 -0.00

4 63 41.73 0.21 -0.02 -0.00 0.01 0.06

49 -41.69 -0.21 0.02 0.00 0.00 -0.01

5 63 35.77 0.18 -0.02 -0.00 0.01 0.05

49 -35.74 -0.18 0.02 0.00 0.00 -0.01

122 1 64 7.25 0.00 0.00 0.00 -0.00 0.00

51 -7.22 -0.00 -0.00 -0.00 -0.00 0.00

2 64 9.60 0.29 -0.03 -0.00 0.01 0.03

51 -9.60 -0.29 0.03 0.00 0.00 0.04

3 64 10.15 0.00 0.00 0.00 -0.00 0.00

51 -10.11 -0.00 -0.00 -0.00 -0.00 0.00

Page 40 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 41: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 41

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 64 23.60 0.41 -0.04 -0.00 0.01 0.04

51 -23.55 -0.41 0.04 0.00 0.00 0.06

5 64 20.22 0.35 -0.04 -0.00 0.01 0.03

51 -20.19 -0.35 0.04 0.00 0.00 0.05

123 1 65 7.15 0.00 0.01 -0.00 0.00 0.00

53 -7.12 -0.00 -0.01 0.00 -0.00 -0.00

2 65 1.42 -0.65 -0.09 -0.00 0.00 -0.08

53 -1.42 0.65 0.09 0.00 0.02 -0.08

3 65 10.01 0.00 0.01 -0.00 0.00 0.00

53 -9.97 -0.00 -0.01 0.00 -0.00 -0.00

4 65 11.99 -0.90 -0.11 -0.00 0.01 -0.11

53 -11.95 0.90 0.11 0.00 0.02 -0.11

5 65 10.28 -0.77 -0.10 -0.00 0.01 -0.10

53 -10.24 0.77 0.10 0.00 0.02 -0.10

124 1 66 7.03 -0.00 0.00 0.00 0.00 -0.00

4 -7.01 0.00 -0.00 -0.00 -0.00 0.00

2 66 0.37 1.44 0.01 -0.00 -0.00 0.29

4 -0.37 -1.44 -0.01 0.00 -0.00 0.07

3 66 9.85 -0.00 0.00 0.00 0.00 -0.00

4 -9.81 0.00 -0.00 -0.00 -0.00 0.00

4 66 10.37 2.02 0.01 -0.00 -0.00 0.41

4 -10.32 -2.02 -0.01 0.00 -0.00 0.09

5 66 8.88 1.73 0.01 -0.00 -0.00 0.35

4 -8.85 -1.73 -0.01 0.00 -0.00 0.08

125 1 14 0.01 0.01 0.00 0.00 -0.00 0.00

60 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 14 -37.45 -0.26 -0.00 -0.00 0.00 -0.07

60 37.45 0.26 0.00 0.00 -0.00 -0.08

3 14 0.01 0.02 0.00 0.00 -0.00 0.00

60 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 14 -52.43 -0.34 -0.00 -0.00 0.00 -0.09

60 52.44 0.37 0.00 0.00 -0.00 -0.11

5 14 -44.94 -0.29 -0.00 -0.00 0.00 -0.08

60 44.95 0.31 0.00 0.00 -0.00 -0.09

126 1 60 0.01 0.01 -0.00 0.00 0.00 0.00

15 0.00 0.01 0.00 -0.00 0.00 0.00

2 60 37.51 0.23 -0.00 -0.00 0.00 0.06

15 -37.51 -0.23 0.00 0.00 -0.00 0.07

3 60 0.01 0.02 -0.00 0.00 0.00 0.00

15 0.00 0.01 0.00 -0.00 0.00 0.00

4 60 52.52 0.34 -0.00 -0.00 0.00 0.09

15 -52.51 -0.32 0.00 0.00 -0.00 0.10

Page 41 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 42: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 42

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 60 45.02 0.29 -0.00 -0.00 0.00 0.08

15 -45.01 -0.27 0.00 0.00 -0.00 0.08

127 1 15 0.01 0.01 0.00 0.00 -0.00 0.00

61 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 15 -31.69 -0.22 -0.00 -0.00 0.00 -0.06

61 31.69 0.22 0.00 0.00 -0.00 -0.06

3 15 0.01 0.02 0.00 0.00 -0.00 0.00

61 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 15 -44.36 -0.29 -0.00 -0.00 0.00 -0.08

61 44.37 0.31 0.00 0.00 -0.00 -0.09

5 15 -38.02 -0.25 -0.00 -0.00 0.00 -0.07

61 38.03 0.27 0.00 0.00 -0.00 -0.08

128 1 61 0.01 0.01 -0.00 0.00 0.00 0.00

16 0.00 0.01 0.00 -0.00 0.00 0.00

2 61 31.75 0.19 -0.00 -0.00 0.00 0.05

16 -31.75 -0.19 0.00 0.00 0.00 0.06

3 61 0.01 0.02 -0.00 0.00 0.00 0.00

16 0.00 0.01 0.00 -0.00 0.00 0.00

4 61 44.46 0.29 -0.00 -0.00 0.00 0.08

16 -44.44 -0.27 0.00 0.00 0.00 0.08

5 61 38.10 0.25 -0.00 -0.00 0.00 0.06

16 -38.09 -0.23 0.00 0.00 0.00 0.07

129 1 16 0.01 0.01 0.00 0.00 -0.00 0.00

62 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 16 -25.93 -0.18 -0.00 -0.00 0.00 -0.05

62 25.93 0.18 0.00 0.00 -0.00 -0.05

3 16 0.01 0.02 0.00 0.00 -0.00 0.00

62 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 16 -36.29 -0.24 -0.00 -0.00 0.00 -0.07

62 36.30 0.26 0.00 0.00 -0.00 -0.07

5 16 -31.10 -0.20 -0.00 -0.00 0.00 -0.06

62 31.12 0.22 0.00 0.00 -0.00 -0.06

130 1 62 0.01 0.01 -0.00 0.00 0.00 0.00

17 0.00 0.01 0.00 -0.00 0.00 0.00

2 62 25.96 0.16 -0.01 -0.00 0.00 0.04

17 -25.96 -0.16 0.01 0.00 0.00 0.05

3 62 0.01 0.02 -0.00 0.00 0.00 0.00

17 0.00 0.01 0.00 -0.00 0.00 0.00

4 62 36.36 0.24 -0.01 -0.00 0.00 0.06

17 -36.35 -0.21 0.01 0.00 0.00 0.06

5 62 31.17 0.20 -0.01 -0.00 0.00 0.05

17 -31.15 -0.18 0.01 0.00 0.00 0.05

Page 42 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 43: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 43

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

131 1 17 0.01 0.01 0.00 0.00 -0.00 0.00

63 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 17 -20.14 -0.14 -0.00 -0.00 0.01 -0.04

63 20.14 0.14 0.00 0.00 -0.00 -0.04

3 17 0.01 0.02 0.00 0.00 -0.00 0.00

63 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 17 -28.19 -0.18 -0.01 -0.00 0.01 -0.05

63 28.21 0.21 0.01 0.00 -0.00 -0.06

5 17 -24.17 -0.16 -0.01 -0.00 0.01 -0.04

63 24.18 0.18 0.01 0.00 -0.00 -0.05

132 1 63 0.01 0.01 -0.00 0.00 0.00 0.00

18 0.00 0.01 0.00 -0.00 0.00 0.00

2 63 20.22 0.12 -0.02 -0.00 0.00 0.03

18 -20.22 -0.12 0.02 0.00 0.01 0.03

3 63 0.01 0.02 -0.00 0.00 0.00 0.00

18 0.00 0.01 0.00 -0.00 0.00 0.00

4 63 28.32 0.19 -0.03 -0.00 0.01 0.05

18 -28.31 -0.16 0.03 0.00 0.01 0.05

5 63 24.28 0.16 -0.02 -0.00 0.00 0.04

18 -24.27 -0.14 0.02 0.00 0.01 0.04

133 1 18 0.01 0.01 0.00 0.00 -0.00 0.00

64 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 18 -14.31 -0.11 -0.01 0.00 0.01 -0.03

64 14.31 0.11 0.01 -0.00 -0.00 -0.03

3 18 0.01 0.02 0.00 0.00 -0.00 0.00

64 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 18 -20.03 -0.14 -0.02 0.00 0.01 -0.04

64 20.04 0.16 0.02 -0.00 -0.00 -0.04

5 18 -17.17 -0.12 -0.02 0.00 0.01 -0.03

64 17.18 0.14 0.02 -0.00 -0.00 -0.04

134 1 64 0.01 0.01 -0.00 0.00 0.00 0.00

19 0.00 0.01 0.00 -0.00 0.00 0.00

2 64 14.11 0.08 -0.03 -0.00 0.01 0.02

19 -14.11 -0.08 0.03 0.00 0.01 0.02

3 64 0.01 0.02 -0.00 0.00 0.00 0.00

19 0.00 0.01 0.00 -0.00 0.00 0.00

4 64 19.76 0.13 -0.04 -0.00 0.01 0.04

19 -19.74 -0.10 0.04 0.00 0.02 0.03

5 64 16.93 0.11 -0.04 -0.00 0.01 0.03

19 -16.92 -0.09 0.04 0.00 0.01 0.03

135 1 19 0.00 0.01 0.00 0.00 -0.00 0.00

65 0.01 0.01 -0.00 -0.00 -0.00 0.00

Page 43 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 44: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 44

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 19 -8.66 -0.05 -0.02 0.00 0.02 -0.02

65 8.66 0.05 0.02 -0.00 -0.00 -0.01

3 19 0.00 0.02 0.00 0.00 -0.00 0.00

65 0.01 0.01 -0.00 -0.00 -0.00 0.00

4 19 -12.12 -0.05 -0.03 0.00 0.02 -0.02

65 12.14 0.07 0.03 -0.00 -0.01 -0.02

5 19 -10.39 -0.04 -0.03 0.00 0.02 -0.02

65 10.40 0.06 0.03 -0.00 -0.00 -0.01

136 1 65 0.01 0.01 -0.00 0.00 0.00 0.00

20 -0.00 0.00 0.00 -0.00 0.00 0.00

2 65 9.65 0.06 -0.06 -0.00 0.01 0.01

20 -9.65 -0.06 0.06 0.00 0.03 0.02

3 65 0.02 0.02 -0.00 0.00 0.00 0.00

20 -0.00 0.01 0.00 -0.00 0.00 0.00

4 65 13.52 0.11 -0.09 -0.00 0.01 0.02

20 -13.51 -0.08 0.09 0.00 0.04 0.03

5 65 11.59 0.09 -0.07 -0.00 0.01 0.02

20 -11.58 -0.07 0.07 0.00 0.03 0.03

137 1 20 0.01 0.01 -0.00 0.00 0.00 0.00

66 -0.00 0.01 0.00 -0.00 0.00 0.00

2 20 -2.48 -0.13 -0.07 0.00 0.03 -0.03

66 2.48 0.13 0.07 -0.00 0.01 -0.04

3 20 0.01 0.02 -0.00 0.00 0.00 0.00

66 -0.00 0.01 0.00 -0.00 0.00 0.00

4 20 -3.46 -0.17 -0.10 0.00 0.05 -0.05

66 3.48 0.19 0.10 -0.00 0.01 -0.05

5 20 -2.97 -0.14 -0.08 0.00 0.04 -0.04

66 2.98 0.17 0.08 -0.00 0.01 -0.05

138 1 54 0.00 0.01 -0.00 -0.00 0.00 0.00

2 0.01 0.01 0.00 0.00 0.00 -0.00

2 54 1.43 0.03 -0.06 0.00 0.02 0.02

2 -1.43 -0.03 0.06 -0.00 0.02 0.01

3 54 0.01 0.02 -0.00 -0.00 0.00 0.00

2 0.01 0.02 0.00 0.00 0.00 -0.00

4 54 2.01 0.07 -0.08 0.00 0.02 0.03

2 -1.99 -0.03 0.08 -0.00 0.03 0.01

5 54 1.72 0.06 -0.07 0.00 0.02 0.02

2 -1.71 -0.03 0.07 -0.00 0.03 0.01

139 1 5 0.11 0.01 -0.00 -0.00 0.00 0.00

32 -0.10 0.01 0.00 0.00 0.00 -0.00

2 5 -53.83 -0.19 -0.03 -0.00 0.03 -0.01

32 53.83 0.19 0.03 0.00 -0.01 -0.10

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Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 45

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 5 0.15 0.02 -0.00 -0.00 0.00 0.00

32 -0.14 0.01 0.00 0.00 0.00 -0.00

4 5 -75.21 -0.25 -0.05 -0.00 0.04 -0.01

32 75.22 0.27 0.05 0.00 -0.01 -0.14

5 5 -64.46 -0.21 -0.04 -0.00 0.03 -0.01

32 64.47 0.24 0.04 0.00 -0.01 -0.12

140 1 67 8.12 -0.00 0.02 0.00 -0.01 -0.00

21 -8.09 0.00 -0.02 -0.00 0.00 -0.00

2 67 -287.80 2.78 -1.07 -0.00 0.24 0.60

21 287.80 -0.15 1.07 0.00 0.03 -0.23

3 67 11.36 -0.00 0.03 0.00 -0.01 -0.00

21 -11.32 0.00 -0.03 -0.00 0.00 -0.00

4 67 -391.56 3.89 -1.47 -0.00 0.32 0.84

21 391.60 -0.21 1.47 0.00 0.04 -0.33

5 67 -335.62 3.33 -1.26 -0.00 0.28 0.72

21 335.66 -0.18 1.26 0.00 0.04 -0.28

141 1 32 0.03 0.01 -0.00 -0.00 0.00 0.00

67 -0.02 0.00 0.00 0.00 0.00 0.00

2 32 63.23 0.48 -0.11 -0.00 0.05 0.12

67 -63.23 -0.48 0.11 0.00 0.01 0.15

3 32 0.04 0.02 -0.00 -0.00 0.00 0.00

67 -0.03 0.00 0.00 0.00 0.00 0.00

4 32 88.56 0.69 -0.16 -0.00 0.07 0.17

67 -88.55 -0.67 0.16 0.00 0.01 0.21

5 32 75.91 0.59 -0.13 -0.00 0.06 0.14

67 -75.90 -0.57 0.13 0.00 0.01 0.18

142 1 67 -0.01 0.01 0.00 0.00 -0.00 0.00

34 0.02 0.00 -0.00 -0.00 -0.00 0.00

2 67 -60.97 -0.44 -0.02 -0.00 -0.00 -0.11

34 60.97 0.44 0.02 0.00 0.02 -0.13

3 67 -0.01 0.02 0.00 0.00 -0.00 0.00

34 0.02 0.01 -0.00 -0.00 -0.00 0.00

4 67 -85.37 -0.60 -0.03 -0.00 -0.01 -0.15

34 85.38 0.62 0.03 0.00 0.02 -0.19

5 67 -73.17 -0.51 -0.03 -0.00 -0.01 -0.13

34 73.19 0.53 0.03 0.00 0.02 -0.16

143 1 68 8.01 -0.00 -0.00 0.00 0.00 -0.00

22 -7.98 0.00 0.00 -0.00 0.00 0.00

2 68 -235.73 3.23 0.03 -0.00 -0.02 0.72

22 235.73 -0.61 -0.03 0.00 0.01 -0.23

3 68 11.21 -0.01 -0.01 0.00 0.00 -0.00

22 -11.17 0.01 0.01 -0.00 0.00 0.00

Page 45 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 46: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 46

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 68 -318.81 4.52 0.04 -0.00 -0.03 1.00

22 318.85 -0.85 -0.04 0.00 0.02 -0.33

5 68 -273.27 3.88 0.03 -0.00 -0.02 0.86

22 273.30 -0.73 -0.03 0.00 0.01 -0.28

144 1 34 0.00 0.01 0.00 0.00 -0.00 0.00

68 0.01 0.01 -0.00 -0.00 -0.00 0.00

2 34 60.69 0.37 -0.02 0.00 0.01 0.09

68 -60.69 -0.37 0.02 -0.00 0.01 0.12

3 34 0.00 0.02 0.00 0.00 -0.00 0.00

68 0.01 0.01 -0.00 -0.00 -0.00 0.00

4 34 84.97 0.53 -0.03 0.00 0.01 0.13

68 -84.95 -0.51 0.03 -0.00 0.01 0.16

5 34 72.83 0.46 -0.03 0.00 0.01 0.11

68 -72.82 -0.43 0.03 -0.00 0.01 0.14

145 1 68 0.01 0.01 -0.00 0.00 0.00 0.00

36 0.00 0.00 0.00 -0.00 0.00 0.00

2 68 -54.35 -0.36 -0.01 0.00 -0.00 -0.09

36 54.35 0.36 0.01 -0.00 0.01 -0.11

3 68 0.01 0.02 -0.00 0.00 0.00 0.00

36 0.00 0.01 0.00 -0.00 0.00 0.00

4 68 -76.08 -0.49 -0.02 0.00 -0.00 -0.12

36 76.09 0.51 0.02 -0.00 0.01 -0.16

5 68 -65.21 -0.42 -0.01 0.00 -0.00 -0.10

36 65.22 0.44 0.01 -0.00 0.01 -0.14

146 1 69 7.91 -0.00 -0.00 0.00 0.00 -0.00

23 -7.88 0.00 0.00 -0.00 0.00 -0.00

2 69 -188.97 3.09 0.00 -0.00 -0.01 0.59

23 188.97 -0.47 -0.00 0.00 0.01 -0.15

3 69 11.07 -0.00 -0.01 0.00 0.00 -0.00

23 -11.03 0.00 0.01 -0.00 0.00 -0.00

4 69 -253.49 4.33 -0.00 -0.00 -0.01 0.83

23 253.53 -0.65 0.00 0.00 0.01 -0.21

5 69 -217.27 3.71 -0.00 -0.00 -0.01 0.71

23 217.31 -0.56 0.00 0.00 0.01 -0.18

147 1 36 0.01 0.01 0.00 0.00 -0.00 0.00

69 0.00 0.00 -0.00 -0.00 -0.00 0.00

2 36 54.55 0.35 -0.02 0.00 0.00 0.09

69 -54.55 -0.35 0.02 -0.00 0.01 0.11

3 36 0.01 0.02 0.00 0.00 -0.00 0.00

69 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 36 76.38 0.51 -0.02 0.00 0.01 0.12

69 -76.37 -0.48 0.02 -0.00 0.01 0.15

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Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 47

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 36 65.47 0.43 -0.02 0.00 0.00 0.11

69 -65.46 -0.41 0.02 -0.00 0.01 0.13

148 1 69 0.01 0.01 -0.00 0.00 0.00 0.00

38 0.00 0.00 0.00 -0.00 0.00 0.00

2 69 -48.87 -0.33 -0.01 0.00 -0.00 -0.08

38 48.87 0.33 0.01 -0.00 0.01 -0.10

3 69 0.01 0.02 -0.00 0.00 0.00 0.00

38 0.00 0.01 0.00 -0.00 0.00 0.00

4 69 -68.40 -0.45 -0.01 0.00 -0.00 -0.11

38 68.42 0.47 0.01 -0.00 0.01 -0.14

5 69 -58.63 -0.38 -0.01 0.00 -0.00 -0.10

38 58.64 0.40 0.01 -0.00 0.01 -0.12

149 1 70 7.81 -0.00 -0.00 0.00 -0.00 -0.00

24 -7.78 0.00 0.00 -0.00 0.00 0.00

2 70 -147.39 3.06 -0.01 -0.00 -0.01 0.52

24 147.39 -0.43 0.01 0.00 0.01 -0.08

3 70 10.93 -0.00 -0.00 0.00 -0.00 -0.00

24 -10.89 0.00 0.00 -0.00 0.00 0.00

4 70 -195.42 4.27 -0.02 -0.00 -0.01 0.73

24 195.46 -0.60 0.02 0.00 0.01 -0.12

5 70 -167.50 3.66 -0.02 -0.00 -0.01 0.62

24 167.54 -0.51 0.02 0.00 0.01 -0.10

150 1 38 0.01 0.01 0.00 0.00 -0.00 0.00

70 0.00 0.00 -0.00 -0.00 -0.00 0.00

2 38 48.90 0.31 -0.01 0.00 0.00 0.08

70 -48.90 -0.31 0.01 -0.00 0.00 0.09

3 38 0.01 0.02 0.00 0.00 -0.00 0.00

70 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 38 68.47 0.45 -0.01 0.00 0.00 0.11

70 -68.46 -0.42 0.01 -0.00 0.01 0.13

5 38 58.69 0.38 -0.01 0.00 0.00 0.10

70 -58.68 -0.36 0.01 -0.00 0.00 0.11

151 1 70 0.01 0.01 -0.00 0.00 0.00 0.00

40 0.00 0.00 0.00 -0.00 0.00 0.00

2 70 -43.09 -0.29 -0.00 0.00 -0.00 -0.07

40 43.09 0.29 0.00 -0.00 0.00 -0.09

3 70 0.01 0.02 -0.00 0.00 0.00 0.00

40 0.00 0.01 0.00 -0.00 0.00 0.00

4 70 -60.31 -0.39 -0.00 0.00 -0.00 -0.10

40 60.33 0.42 0.00 -0.00 0.01 -0.12

5 70 -51.70 -0.34 -0.00 0.00 -0.00 -0.09

40 51.71 0.36 0.00 -0.00 0.00 -0.11

Page 47 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 48: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 48

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

152 1 71 7.71 -0.00 -0.00 0.00 -0.00 -0.00

25 -7.68 0.00 0.00 -0.00 0.00 0.00

2 71 -110.98 3.00 -0.01 -0.00 -0.01 0.45

25 110.98 -0.37 0.01 0.00 0.01 -0.03

3 71 10.79 -0.00 -0.00 0.00 -0.00 -0.00

25 -10.75 0.00 0.00 -0.00 0.00 0.00

4 71 -144.59 4.19 -0.02 -0.00 -0.01 0.63

25 144.63 -0.52 0.02 0.00 0.01 -0.04

5 71 -123.94 3.60 -0.02 -0.00 -0.01 0.54

25 123.97 -0.45 0.02 0.00 0.01 -0.03

153 1 40 0.01 0.01 0.00 0.00 -0.00 0.00

71 0.00 0.00 -0.00 -0.00 -0.00 0.00

2 40 43.15 0.27 -0.00 0.00 -0.00 0.07

71 -43.15 -0.27 0.00 -0.00 0.00 0.08

3 40 0.01 0.02 0.00 0.00 -0.00 0.00

71 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 40 60.42 0.40 -0.01 0.00 -0.00 0.10

71 -60.41 -0.37 0.01 -0.00 0.00 0.11

5 40 51.79 0.34 -0.01 0.00 -0.00 0.09

71 -51.78 -0.32 0.01 -0.00 0.00 0.10

154 1 71 0.01 0.01 -0.00 0.00 0.00 0.00

42 0.00 0.01 0.00 -0.00 0.00 0.00

2 71 -37.35 -0.26 -0.00 0.00 -0.00 -0.07

42 37.35 0.26 0.00 -0.00 0.00 -0.08

3 71 0.01 0.02 -0.00 0.00 0.00 0.00

42 0.00 0.01 0.00 -0.00 0.00 0.00

4 71 -52.28 -0.34 -0.00 0.00 -0.00 -0.09

42 52.29 0.37 0.00 -0.00 0.00 -0.11

5 71 -44.81 -0.29 -0.00 0.00 -0.00 -0.08

42 44.82 0.31 0.00 -0.00 0.00 -0.09

155 1 72 7.60 -0.00 -0.00 0.00 -0.00 -0.00

26 -7.57 0.00 0.00 -0.00 0.00 0.00

2 72 -79.78 2.94 -0.01 -0.00 -0.01 0.39

26 79.78 -0.32 0.01 0.00 0.01 0.02

3 72 10.65 -0.00 -0.00 0.00 -0.00 -0.00

26 -10.60 0.00 0.00 -0.00 0.00 0.00

4 72 -101.05 4.12 -0.02 -0.00 -0.01 0.54

26 101.09 -0.44 0.02 0.00 0.01 0.03

5 72 -86.62 3.53 -0.01 -0.00 -0.01 0.46

26 86.65 -0.38 0.01 0.00 0.01 0.02

156 1 42 0.01 0.01 0.00 0.00 -0.00 0.00

72 0.00 0.01 -0.00 -0.00 -0.00 0.00

Page 48 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 49: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 49

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

2 42 37.40 0.23 -0.00 0.00 -0.00 0.06

72 -37.40 -0.23 0.00 -0.00 0.00 0.07

3 42 0.01 0.02 0.00 0.00 -0.00 0.00

72 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 42 52.37 0.34 -0.00 0.00 -0.00 0.09

72 -52.36 -0.32 0.00 -0.00 0.00 0.10

5 42 44.89 0.29 -0.00 0.00 -0.00 0.08

72 -44.88 -0.27 0.00 -0.00 0.00 0.08

157 1 72 0.01 0.01 -0.00 0.00 0.00 0.00

44 0.00 0.01 0.00 -0.00 0.00 0.00

2 72 -31.59 -0.22 -0.00 0.00 -0.00 -0.06

44 31.59 0.22 0.00 -0.00 0.00 -0.06

3 72 0.01 0.02 -0.00 0.00 0.00 0.00

44 0.00 0.01 0.00 -0.00 0.00 0.00

4 72 -44.22 -0.29 -0.00 0.00 -0.00 -0.08

44 44.24 0.31 0.00 -0.00 0.00 -0.09

5 72 -37.90 -0.25 -0.00 0.00 -0.00 -0.07

44 37.92 0.27 0.00 -0.00 0.00 -0.08

158 1 73 7.50 -0.00 -0.00 0.00 -0.00 -0.00

27 -7.47 0.00 0.00 -0.00 0.00 0.00

2 73 -53.79 2.88 -0.00 -0.00 -0.01 0.33

27 53.79 -0.26 0.00 0.00 0.01 0.06

3 73 10.50 -0.00 -0.00 0.00 -0.00 -0.00

27 -10.46 0.00 0.00 -0.00 0.00 0.00

4 73 -64.80 4.03 -0.01 -0.00 -0.01 0.46

27 64.84 -0.36 0.01 0.00 0.01 0.08

5 73 -55.54 3.46 -0.01 -0.00 -0.01 0.40

27 55.58 -0.31 0.01 0.00 0.01 0.07

159 1 44 0.01 0.01 0.00 0.00 -0.00 0.00

73 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 44 31.65 0.19 -0.00 0.00 -0.00 0.05

73 -31.65 -0.19 0.00 -0.00 0.00 0.06

3 44 0.01 0.02 0.00 0.00 -0.00 0.00

73 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 44 44.32 0.29 -0.00 0.00 -0.00 0.08

73 -44.30 -0.26 0.00 -0.00 0.00 0.08

5 44 37.99 0.25 -0.00 0.00 -0.00 0.06

73 -37.97 -0.23 0.00 -0.00 0.00 0.07

160 1 73 0.01 0.01 -0.00 0.00 0.00 0.00

46 0.00 0.01 0.00 -0.00 0.00 0.00

2 73 -25.84 -0.18 -0.01 0.00 0.00 -0.05

46 25.84 0.18 0.01 -0.00 0.00 -0.05

Page 49 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 50: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 50

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

3 73 0.01 0.02 -0.00 0.00 0.00 0.00

46 0.00 0.01 0.00 -0.00 0.00 0.00

4 73 -36.17 -0.23 -0.01 0.00 0.00 -0.07

46 36.19 0.26 0.01 -0.00 0.00 -0.07

5 73 -31.01 -0.20 -0.01 0.00 0.00 -0.06

46 31.02 0.22 0.01 -0.00 0.00 -0.06

161 1 74 7.40 -0.00 -0.00 0.00 -0.00 -0.00

28 -7.37 0.00 0.00 -0.00 0.00 -0.00

2 74 -32.99 2.81 0.00 -0.00 -0.01 0.28

28 32.99 -0.19 -0.00 0.00 0.01 0.09

3 74 10.36 -0.00 -0.00 0.00 -0.00 -0.00

28 -10.32 0.00 0.00 -0.00 0.00 -0.00

4 74 -35.82 3.94 0.00 -0.00 -0.01 0.40

28 35.86 -0.26 -0.00 0.00 0.01 0.13

5 74 -30.70 3.37 0.00 -0.00 -0.01 0.34

28 30.74 -0.22 -0.00 0.00 0.01 0.11

162 1 46 0.01 0.01 0.00 0.00 -0.00 0.00

74 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 46 25.89 0.16 -0.00 0.00 0.00 0.04

74 -25.89 -0.16 0.00 -0.00 0.00 0.05

3 46 0.01 0.02 0.00 0.00 -0.00 0.00

74 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 46 36.26 0.24 -0.00 0.00 0.00 0.06

74 -36.25 -0.21 0.00 -0.00 0.00 0.06

5 46 31.08 0.20 -0.00 0.00 0.00 0.05

74 -31.07 -0.18 0.00 -0.00 0.00 0.05

163 1 74 0.01 0.01 -0.00 0.00 0.00 0.00

48 0.00 0.01 0.00 -0.00 0.00 0.00

2 74 -20.11 -0.14 -0.01 -0.00 0.00 -0.04

48 20.11 0.14 0.01 0.00 0.01 -0.04

3 74 0.01 0.02 -0.00 0.00 0.00 0.00

48 0.00 0.01 0.00 -0.00 0.00 0.00

4 74 -28.14 -0.18 -0.02 -0.00 0.00 -0.05

48 28.16 0.21 0.02 0.00 0.01 -0.06

5 74 -24.12 -0.16 -0.02 -0.00 0.00 -0.04

48 24.14 0.18 0.02 0.00 0.01 -0.05

164 1 75 7.30 -0.00 -0.00 0.00 -0.00 -0.00

29 -7.27 0.00 0.00 -0.00 0.00 0.00

2 75 -17.31 2.81 0.02 -0.00 -0.01 0.25

29 17.31 -0.18 -0.02 0.00 0.01 0.12

3 75 10.22 -0.00 -0.00 0.00 -0.00 -0.00

29 -10.18 0.00 0.00 -0.00 0.00 0.00

Page 50 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 51: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 51

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 75 -14.02 3.93 0.02 -0.00 -0.02 0.35

29 14.06 -0.25 -0.02 0.00 0.01 0.17

5 75 -12.02 3.37 0.02 -0.00 -0.02 0.30

29 12.05 -0.22 -0.02 0.00 0.01 0.15

165 1 48 0.01 0.01 0.00 0.00 -0.00 0.00

75 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 48 20.22 0.12 -0.01 0.00 0.01 0.03

75 -20.22 -0.12 0.01 -0.00 -0.00 0.03

3 48 0.01 0.02 0.00 0.00 -0.00 0.00

75 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 48 28.32 0.19 -0.01 0.00 0.01 0.05

75 -28.31 -0.16 0.01 -0.00 -0.00 0.05

5 48 24.28 0.16 -0.01 0.00 0.01 0.04

75 -24.27 -0.14 0.01 -0.00 -0.00 0.04

166 1 75 0.01 0.01 -0.00 0.00 0.00 0.00

50 0.00 0.01 0.00 -0.00 0.00 0.00

2 75 -14.39 -0.11 -0.02 -0.00 0.00 -0.03

50 14.39 0.11 0.02 0.00 0.01 -0.03

3 75 0.01 0.02 -0.00 0.00 0.00 0.00

50 0.00 0.01 0.00 -0.00 0.00 0.00

4 75 -20.13 -0.14 -0.03 -0.00 0.01 -0.04

50 20.14 0.16 0.03 0.00 0.01 -0.04

5 75 -17.25 -0.12 -0.03 -0.00 0.00 -0.03

50 17.27 0.14 0.03 0.00 0.01 -0.04

167 1 76 7.20 -0.01 -0.00 0.00 0.00 -0.00

30 -7.17 0.01 0.00 -0.00 -0.00 -0.00

2 76 -6.75 2.36 0.04 -0.00 -0.02 0.19

30 6.75 0.26 -0.04 0.00 0.01 0.08

3 76 10.08 -0.01 -0.00 0.00 0.00 -0.00

30 -10.04 0.01 0.00 -0.00 -0.00 -0.00

4 76 0.63 3.30 0.05 -0.00 -0.02 0.26

30 -0.58 0.37 -0.05 0.00 0.01 0.10

5 76 0.54 2.83 0.04 -0.00 -0.02 0.22

30 -0.50 0.32 -0.04 0.00 0.01 0.09

168 1 50 0.01 0.01 0.00 0.00 -0.00 0.00

76 0.00 0.01 -0.00 -0.00 -0.00 0.00

2 50 14.29 0.08 -0.02 0.00 0.01 0.02

76 -14.29 -0.08 0.02 -0.00 -0.00 0.02

3 50 0.01 0.02 0.00 0.00 -0.00 0.00

76 0.00 0.01 -0.00 -0.00 -0.00 0.00

4 50 20.01 0.13 -0.02 0.00 0.02 0.04

76 -19.99 -0.10 0.02 -0.00 -0.00 0.03

Page 51 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 52: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 52

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 50 17.15 0.11 -0.02 0.00 0.01 0.03

76 -17.14 -0.09 0.02 -0.00 -0.00 0.03

169 1 76 0.00 0.01 -0.00 -0.00 0.00 0.00

52 0.01 0.01 0.00 0.00 0.00 0.00

2 76 -8.95 -0.05 -0.04 -0.00 0.01 -0.02

52 8.95 0.05 0.04 0.00 0.02 -0.01

3 76 0.00 0.02 -0.00 -0.00 0.00 0.00

52 0.01 0.01 0.00 0.00 0.00 0.00

4 76 -12.52 -0.05 -0.06 -0.00 0.01 -0.02

52 12.54 0.08 0.06 0.00 0.02 -0.02

5 76 -10.74 -0.05 -0.05 -0.00 0.01 -0.02

52 10.75 0.07 0.05 0.00 0.02 -0.02

170 1 77 7.11 0.00 -0.03 0.00 -0.01 0.00

31 -7.08 -0.00 0.03 -0.00 0.01 -0.00

2 77 -0.54 3.36 0.07 -0.00 -0.02 0.35

31 0.54 -0.73 -0.07 0.00 -0.00 0.16

3 77 9.95 0.00 -0.04 0.00 -0.01 0.00

31 -9.91 -0.00 0.04 -0.00 0.02 -0.00

4 77 9.19 4.70 0.06 -0.01 -0.03 0.50

31 -9.15 -1.02 -0.06 0.01 0.02 0.22

5 77 7.88 4.03 0.05 -0.00 -0.03 0.43

31 -7.84 -0.88 -0.05 0.00 0.01 0.19

171 1 52 0.01 0.01 0.00 -0.00 -0.00 0.00

77 0.00 0.00 -0.00 0.00 -0.00 0.00

2 52 10.00 0.06 -0.04 0.00 0.02 0.01

77 -10.00 -0.06 0.04 -0.00 0.00 0.02

3 52 0.01 0.02 0.00 -0.00 -0.00 0.00

77 0.00 0.01 -0.00 0.00 -0.00 0.00

4 52 14.01 0.11 -0.06 0.00 0.03 0.02

77 -14.00 -0.08 0.06 -0.00 0.00 0.03

5 52 12.01 0.09 -0.05 0.00 0.03 0.02

77 -12.00 -0.07 0.05 -0.00 0.00 0.03

172 1 77 0.01 0.01 -0.00 0.00 0.00 0.00

54 -0.00 0.01 0.00 -0.00 0.00 0.00

2 77 -3.16 -0.13 -0.05 -0.00 0.01 -0.03

54 3.16 0.13 0.05 0.00 0.02 -0.04

3 77 0.02 0.02 -0.00 0.00 0.00 0.00

54 -0.01 0.01 0.00 -0.00 0.00 0.00

4 77 -4.40 -0.16 -0.07 -0.00 0.01 -0.04

54 4.41 0.19 0.07 0.00 0.03 -0.05

5 77 -3.77 -0.14 -0.06 -0.00 0.01 -0.04

54 3.78 0.16 0.06 0.00 0.02 -0.04

Page 52 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 53: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 53

************** END OF LATEST ANALYSIS RESULT **************

88. PRINT SUPPORT REACTION LIST 1 3 5 7

Page 53 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 54: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 54

SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

-----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

1 1 0.10 8.31 0.17 0.00 -0.00 0.00

2 -55.02 -372.18 -7.61 -0.20 -0.14 2.09

3 0.13 11.63 0.24 0.01 -0.00 0.00

4 -76.89 -509.41 -10.41 -0.27 -0.19 2.92

5 -65.91 -436.64 -8.92 -0.23 -0.17 2.50

3 1 -0.10 8.25 0.18 0.00 -0.00 0.02

2 -8.92 372.55 7.93 0.12 -0.17 2.52

3 -0.14 11.55 0.25 0.01 -0.00 0.02

4 -12.62 533.11 11.35 0.17 -0.24 3.55

5 -10.82 456.95 9.73 0.14 -0.21 3.04

5 1 0.10 8.20 -0.18 -0.03 0.00 0.00

2 -53.81 -365.88 7.23 1.25 0.03 1.98

3 0.14 11.48 -0.25 -0.04 0.00 0.00

4 -75.20 -500.74 9.88 1.70 0.04 2.77

5 -64.46 -429.21 8.47 1.46 0.03 2.37

7 1 -0.09 8.14 -0.17 -0.03 -0.00 0.02

2 -8.25 365.51 -7.56 -1.35 0.00 2.39

3 -0.13 11.39 -0.24 -0.04 -0.00 0.02

4 -11.68 523.10 -10.82 -1.93 0.00 3.37

5 -10.02 448.37 -9.28 -1.66 0.00 2.89

************** END OF LATEST ANALYSIS RESULT **************

89. PRINT MEMBER STRESSES ALL

Page 54 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 55: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 55

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

1 1 .0 5265.1 C 163.3 83.0 5361.6 9.8 35.2

1.0 5226.7 C 118.4 84.3 5413.0 9.8 35.2

2 .0 221955.9 T 7246.4 129682.4 351638.4 11235.8 1414.1

1.0 221955.9 T 4087.1 21709.8 243665.7 1392.1 1414.1

3 .0 7371.1 C 228.6 116.2 7506.2 13.7 49.2

1.0 7317.3 C 165.8 118.1 7578.1 13.7 49.2

4 .0 303367.1 T 9916.3 181439.2 484806.3 15716.5 1930.5

1.0 303420.9 T 5556.2 30511.7 333932.6 1935.2 1930.5

5 .0 260029.0 T 8499.7 155519.3 415548.3 13471.3 1654.7

1.0 260075.1 T 4762.4 26152.9 286228.0 1658.8 1654.7

2 1 .0 5261.4 C 166.6 1008.5 6239.6 179.1 35.6

1.0 5242.2 C 23.8 522.5 5764.7 179.1 35.6

2 .0 237883.8 C 4878.7 155848.4 368170.0 15911.7 1157.7

1.0 237883.8 C 239.2 19798.6 254054.6 15911.7 1157.7

3 .0 7366.0 C 233.3 1411.9 8735.4 250.7 49.9

1.0 7339.1 C 33.3 731.5 8070.6 250.7 49.9

4 .0 340403.4 C 7063.5 219599.7 524173.4 22527.0 1670.7

1.0 340376.5 C 368.2 26986.6 362460.2 22527.0 1670.7

5 .0 291774.4 C 6054.4 188228.3 449291.5 19308.9 1432.0

1.0 291751.3 C 315.6 23131.4 310680.2 19308.9 1432.0

3 1 .0 5253.8 C 929.3 88.2 6112.1 10.3 325.6

1.0 5234.6 C 375.6 0.1 5610.2 10.3 325.6

2 .0 220409.3 T 37899.3 127121.0 347530.2 10784.9 13619.6

1.0 220409.3 T 16680.6 55948.8 276358.1 5863.0 13619.6

3 .0 7355.3 C 1301.0 123.4 8557.0 14.5 455.8

1.0 7328.4 C 525.8 0.1 7854.3 14.5 455.8

4 .0 301217.7 T 51758.0 177845.9 479063.6 15084.3 18611.6

1.0 301244.6 T 22827.1 78328.5 379573.0 8193.7 18611.6

5 .0 258186.6 T 44364.0 152439.3 410626.0 12929.4 15952.8

1.0 258209.6 T 19566.1 67138.7 325348.3 7023.2 15952.8

Page 55 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 56: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 56

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

4 1 .0 5248.7 C 921.8 996.2 6972.2 176.6 321.9

1.0 5229.5 C 368.3 514.0 5743.5 176.6 321.9

2 .0 235813.1 C 40607.2 153470.0 399913.8 15472.4 14173.0

1.0 235813.1 C 16190.2 21175.8 269042.9 15472.4 14173.0

3 .0 7348.2 C 1290.6 1394.7 9761.1 247.3 450.7

1.0 7321.3 C 515.6 719.6 8040.9 247.3 450.7

4 .0 337486.5 C 58140.6 216252.7 569640.5 21908.7 20292.9

1.0 337459.6 C 23181.9 28926.5 383917.9 21908.7 20292.9

5 .0 289274.2 C 49834.8 185359.5 488263.3 18778.9 17393.9

1.0 289251.1 C 19870.2 24794.1 329072.6 18778.9 17393.9

5 1 .0 5257.3 C 304.1 0.7 5562.0 10.3 36.5

1.0 5238.1 C 157.9 88.8 5467.5 10.3 36.5

2 .0 222042.2 T 15910.6 54853.8 276896.0 6374.3 2251.2

1.0 222042.2 T 6889.3 21393.6 243435.8 1452.4 2251.2

3 .0 7360.3 C 425.7 1.0 7786.8 14.4 51.1

1.0 7333.4 C 221.1 124.3 7654.5 14.4 51.1

4 .0 303498.8 T 21849.1 76796.4 380295.2 8909.6 3100.5

1.0 303525.7 T 9423.8 30075.4 333601.1 2018.9 3100.5

5 .0 260141.8 T 18727.8 65825.5 325967.3 7636.8 2657.6

1.0 260164.9 T 8077.6 25778.9 285943.8 1730.5 2657.6

6 1 .0 372.6 C 19.6 798.2 1000.0 75.2 1.2

1.0 353.4 C 3.0 4.2 359.6 35.4 1.2

2 .0 16074.7 T 30795.5 18263.8 60777.6 851.4 1870.3

1.0 16074.7 T 3795.1 15672.1 31746.9 851.4 1870.3

3 .0 521.6 C 27.5 1117.5 1400.0 105.3 1.7

1.0 494.7 C 4.2 5.9 503.4 49.5 1.7

4 .0 21983.0 T 43086.2 24451.8 83688.6 1086.7 2616.7

1.0 22009.9 T 5309.0 21946.9 43956.8 1241.6 2616.7

5 .0 18842.6 T 36931.1 20958.7 71733.1 931.5 2242.9

1.0 18865.7 T 4550.6 18811.6 37677.3 1064.2 2242.9

Page 56 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 57: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 57

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

7 1 .0 5228.5 C 67.9 12.0 5286.8 3.0 7.6

1.0 5190.1 C 6.7 38.9 5228.1 3.0 7.6

2 .0 186025.9 T 4100.3 38505.8 224531.7 5243.9 623.3

1.0 186025.9 T 895.7 32999.0 219025.0 4599.9 623.3

3 .0 7319.9 C 95.1 16.8 7401.5 4.2 10.7

1.0 7266.1 C 9.4 54.5 7319.4 4.2 10.7

4 .0 253116.4 T 5645.3 53891.3 307007.8 7337.3 862.0

1.0 253170.2 T 1263.3 46253.2 299423.3 6444.0 862.0

5 .0 216956.9 T 4838.9 46192.6 263149.5 6289.1 738.8

1.0 217003.0 T 1082.9 39645.6 256648.6 5523.4 738.8

8 1 .0 5158.6 C 42.9 65.0 5223.7 7.1 8.7

1.0 5120.2 C 27.0 55.5 5191.9 7.1 8.7

2 .0 152027.5 T 648.8 45837.1 197864.6 6090.2 88.2

1.0 152027.5 T 58.4 25857.4 177884.9 3753.5 88.2

3 .0 7222.1 C 60.1 91.1 7313.1 9.9 12.2

1.0 7168.3 C 37.8 77.8 7268.7 9.9 12.2

4 .0 205616.4 T 848.3 64080.8 269697.3 8516.5 111.3

1.0 205670.2 T 44.0 36278.1 241948.3 5264.8 111.3

5 .0 176242.7 T 727.1 54926.4 231169.1 7299.8 95.4

1.0 176288.8 T 37.7 31095.5 207384.2 4512.7 95.4

9 1 .0 5094.4 C 23.3 48.1 5142.5 5.8 6.0

1.0 5056.0 C 25.1 50.9 5122.1 5.8 6.0

2 .0 121635.9 T 217.9 37897.0 159532.9 5813.1 28.0

1.0 121635.9 T 6.8 22656.7 144292.5 4030.7 28.0

3 .0 7132.1 C 32.6 67.4 7199.5 8.1 8.5

1.0 7078.4 C 35.2 71.2 7170.9 8.1 8.5

4 .0 163158.1 T 337.7 52988.4 216146.5 8130.2 47.7

1.0 163211.9 T 44.7 31790.5 195002.4 5651.0 47.7

5 .0 139849.8 T 289.5 45418.6 185268.5 6968.8 40.9

1.0 139895.9 T 38.3 27249.0 167144.9 4843.7 40.9

Page 57 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 58: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 58

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

10 1 .0 5029.4 C 25.0 52.6 5082.0 6.1 6.3

1.0 4991.0 C 25.1 52.0 5057.9 6.1 6.3

2 .0 94635.0 T 150.7 33255.0 127889.9 5733.0 17.6

1.0 94635.0 T 9.3 19383.6 114018.6 4110.7 17.6

3 .0 7041.2 C 35.1 73.6 7114.8 8.6 8.8

1.0 6987.4 C 35.2 72.8 7081.1 8.6 8.8

4 .0 125447.8 T 246.0 46483.3 171931.2 8017.7 33.4

1.0 125501.6 T 22.1 27209.9 152711.5 5763.6 33.4

5 .0 107526.7 T 210.8 39842.9 147369.6 6872.3 28.7

1.0 107572.8 T 18.9 23322.7 130895.5 4940.2 28.7

11 1 .0 4964.5 C 25.1 51.5 5016.1 6.0 6.3

1.0 4926.1 C 25.1 51.7 4992.9 6.0 6.3

2 .0 71015.0 T 151.9 28662.8 99677.8 5620.4 15.0

1.0 71015.0 T 32.1 16716.8 87731.8 4223.3 15.0

3 .0 6950.4 C 35.1 72.1 7022.5 8.5 8.8

1.0 6896.6 C 35.2 72.4 6990.0 8.5 8.8

4 .0 92470.7 T 247.8 40055.7 132526.4 7860.2 29.7

1.0 92524.4 T 9.7 23475.9 116000.3 5921.1 29.7

5 .0 79260.6 T 212.4 34333.5 113594.0 6737.3 25.5

1.0 79306.6 T 8.3 20122.2 99428.8 5075.2 25.5

12 1 .0 4899.7 C 25.1 51.8 4951.5 6.1 6.3

1.0 4861.3 C 25.1 51.8 4928.1 6.1 6.3

2 .0 50766.9 T 160.1 24655.7 75422.6 5513.0 12.6

1.0 50766.9 T 59.1 14547.8 65314.6 4330.8 12.6

3 .0 6859.6 C 35.1 72.5 6932.1 8.5 8.8

1.0 6805.9 C 35.1 72.6 6899.3 8.5 8.8

4 .0 64214.0 T 259.2 34445.4 98659.4 7709.7 26.4

1.0 64267.8 T 47.6 20439.4 84707.2 6071.6 26.4

5 .0 55040.6 T 222.2 29524.7 84565.2 6608.3 22.6

1.0 55086.7 T 40.8 17519.5 72606.2 5204.2 22.6

Page 58 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 59: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 59

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

13 1 .0 4835.0 C 25.1 51.6 4886.6 6.0 6.2

1.0 4796.6 C 24.8 51.1 4862.6 6.0 6.2

2 .0 33889.5 T 174.2 21149.3 55038.7 5406.2 10.4

1.0 33889.5 T 91.1 12866.9 46756.4 4437.5 10.4

3 .0 6769.0 C 35.2 72.3 6841.3 8.4 8.7

1.0 6715.2 C 34.8 71.5 6807.6 8.4 8.7

4 .0 40676.2 T 279.0 29536.7 70213.0 7560.3 23.2

1.0 40730.0 T 92.7 18085.3 58815.3 6221.0 23.2

5 .0 34865.4 T 239.1 25317.2 60182.6 6480.2 19.9

1.0 34911.4 T 79.5 15501.6 50413.1 5332.3 19.9

14 1 .0 4770.4 C 25.3 52.5 4822.9 6.3 6.5

1.0 4732.0 C 26.8 54.9 4803.0 6.3 6.5

2 .0 20402.8 T 196.3 18109.0 38511.8 5282.0 9.0

1.0 20402.8 T 124.4 11951.2 32354.0 4561.8 9.0

3 .0 6678.5 C 35.4 73.5 6752.0 8.8 9.1

1.0 6624.7 C 37.5 76.9 6724.2 8.8 9.1

4 .0 21885.4 T 310.3 25279.1 47164.5 7386.0 21.7

1.0 21939.1 T 136.7 16808.6 38747.8 6395.3 21.7

5 .0 18758.9 T 266.0 21667.8 40426.7 6330.8 18.6

1.0 18805.0 T 117.2 14407.4 33212.4 5481.7 18.6

15 1 .0 4705.4 C 23.3 47.9 4753.3 4.8 4.2

1.0 4667.0 C 10.7 33.5 4704.6 4.8 4.2

2 .0 10321.5 T 225.8 15917.2 26238.8 5283.0 10.7

1.0 10321.5 T 140.2 9742.6 20064.1 4560.8 10.7

3 .0 6587.6 C 32.6 67.0 6654.6 6.7 5.9

1.0 6533.8 C 15.0 46.8 6586.4 6.7 5.9

4 .0 7862.6 T 348.7 22217.1 30079.7 7389.5 20.9

1.0 7916.4 T 181.4 13686.4 21602.8 6391.8 20.9

5 .0 6739.4 T 298.9 19043.3 25782.6 6333.8 17.9

1.0 6785.5 T 155.5 11731.2 18516.7 5478.7 17.9

Page 59 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 60: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 60

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

16 1 .0 4643.4 C 39.8 73.7 4717.1 13.0 11.2

1.0 4605.0 C 49.7 149.5 4775.0 13.0 11.2

2 .0 3746.9 T 239.5 11845.6 15592.5 4439.7 14.9

1.0 3746.9 T 120.0 20090.9 23837.9 5404.0 14.9

3 .0 6500.8 C 55.7 103.1 6603.9 18.3 15.6

1.0 6447.0 C 69.6 209.3 6685.0 18.3 15.6

4 .0 1255.1 C 390.9 16480.7 15225.6 6197.3 36.5

1.0 1201.3 C 98.3 28336.6 27135.3 7583.9 36.5

5 .0 1075.8 C 335.1 14126.3 13050.5 5312.0 31.3

1.0 1029.7 C 84.3 24288.5 23258.8 6500.5 31.3

17 1 .0 4563.5 C 4.2 63.2 4618.6 0.0 6.4

1.0 4525.1 C 46.9 63.2 4622.9 0.0 6.4

2 .0 304.9 T 264.1 23529.1 23834.0 6451.1 4.1

1.0 304.9 T 296.9 2621.4 2711.2 3392.7 4.1

3 .0 6388.9 C 5.9 88.5 6466.0 0.0 8.9

1.0 6335.1 C 65.7 88.5 6472.0 0.0 8.9

4 .0 5962.0 C 375.7 33029.2 32915.5 9031.5 3.2

1.0 5908.2 C 350.0 3581.5 9489.7 4749.7 3.2

5 .0 5110.3 C 322.1 28310.7 28213.3 7741.3 2.8

1.0 5064.2 C 300.0 3069.8 8134.0 4071.2 2.8

18 1 .0 105.2 C 2.1 1012.7 907.5 85.7 1.3

1.0 86.0 C 21.9 199.3 285.2 24.9 1.3

2 .0 4006.1 T 4106.6 26631.6 28391.8 1252.0 234.2

1.0 4006.1 T 224.3 23268.2 27274.2 1252.0 234.2

3 .0 147.2 C 2.9 1417.8 1270.6 120.0 1.8

1.0 120.3 C 30.6 279.0 399.3 34.9 1.8

4 .0 5461.3 T 5746.4 35866.4 38518.8 1632.8 326.0

1.0 5488.2 T 283.4 32296.4 37784.6 1787.6 326.0

5 .0 4681.1 T 4925.5 30742.7 33016.1 1399.5 279.5

1.0 4704.1 T 243.0 27682.6 32386.8 1532.3 279.5

Page 60 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 61: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 61

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

19 1 .0 5201.0 C 41.8 14.8 5254.7 2.9 7.9

1.0 5181.8 C 10.0 39.5 5223.6 2.9 7.9

2 .0 185695.7 T 660.4 14794.5 200490.2 356.4 6.8

1.0 185695.7 T 687.8 32789.0 218484.7 4565.5 6.8

3 .0 7281.4 C 58.5 20.7 7356.6 4.1 11.1

1.0 7254.5 C 14.0 55.4 7313.1 4.1 11.1

4 .0 252692.5 T 866.1 20733.0 273425.6 494.9 20.7

1.0 252719.4 T 948.9 45960.0 298679.4 6395.7 20.7

5 .0 216593.6 T 742.4 17771.2 234364.8 424.2 17.7

1.0 216616.6 T 813.4 39394.3 256011.0 5482.1 17.7

20 1 .0 21.9 T 0.2 931.2 953.1 83.5 0.0

1.0 41.1 T 0.9 194.1 189.8 27.1 0.0

2 .0 1062.0 C 2285.1 21235.1 22297.1 1069.9 177.7

1.0 1062.0 C 1000.9 21406.0 20343.9 1069.9 177.7

3 .0 30.7 T 0.3 1303.7 1334.4 117.0 0.1

1.0 57.6 T 1.2 271.7 265.7 37.9 0.1

4 .0 1456.1 C 3199.4 28425.4 29881.6 1380.8 248.7

1.0 1429.2 C 1400.1 29696.6 28267.4 1535.7 248.7

5 .0 1248.1 C 2742.4 24364.7 25612.8 1183.6 213.2

1.0 1225.1 C 1200.1 25454.3 24229.2 1316.3 213.2

21 1 .0 5.4 T 0.6 886.3 891.7 81.7 0.3

1.0 24.6 T 6.4 167.4 158.4 28.9 0.3

2 .0 1076.8 C 15.7 17349.0 18425.8 894.5 45.6

1.0 1076.8 C 827.0 18302.7 17225.9 894.5 45.6

3 .0 7.6 T 0.9 1240.8 1248.3 114.4 0.4

1.0 34.4 T 8.9 234.3 221.8 40.4 0.4

4 .0 1500.0 C 21.1 23047.8 24547.8 1137.8 64.2

1.0 1473.1 C 1166.6 25389.5 23916.4 1292.7 64.2

5 .0 1285.7 C 18.1 19755.3 21040.9 975.3 55.0

1.0 1262.6 C 1000.0 21762.4 20499.8 1108.0 55.0

Page 61 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 62: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 62

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

22 1 .0 5133.3 C 28.0 5.1 5157.2 7.3 6.7

1.0 5114.1 C 1.1 57.3 5161.2 7.3 6.7

2 .0 152145.3 T 152.3 14977.3 167122.6 1205.5 39.2

1.0 152145.3 T 309.3 25711.6 177856.9 3716.4 39.2

3 .0 7186.6 C 39.2 7.1 7220.1 10.2 9.4

1.0 7159.7 C 1.5 80.2 7225.7 10.2 9.4

4 .0 205816.8 T 173.9 20961.1 226777.9 1677.5 64.3

1.0 205843.7 T 431.5 36076.4 241920.0 5213.1 64.3

5 .0 176414.4 T 149.1 17966.6 194381.1 1437.9 55.1

1.0 176437.5 T 369.8 30922.6 207360.1 4468.4 55.1

23 1 .0 13.1 C 16.2 880.3 867.2 81.3 1.0

1.0 6.1 T 2.5 156.7 150.6 29.3 1.0

2 .0 386.0 T 3063.0 15813.6 15490.5 810.7 196.1

1.0 386.0 T 564.7 16497.3 16883.3 810.7 196.1

3 .0 18.3 C 22.6 1232.4 1214.1 113.9 1.4

1.0 8.6 T 3.5 219.4 210.8 41.0 1.4

4 .0 522.1 T 4265.6 20906.6 20707.4 1021.1 273.2

1.0 549.0 T 787.1 22876.8 23425.8 1176.0 273.2

5 .0 447.5 T 3656.2 17919.9 17749.2 875.2 234.2

1.0 470.6 T 674.7 19608.7 20079.3 1008.0 234.2

24 1 .0 16.9 C 2.3 882.4 865.5 81.3 0.7

1.0 2.4 T 11.2 154.9 152.6 29.3 0.7

2 .0 2.4 T 51.6 14204.9 14202.5 726.3 5.9

1.0 2.4 T 161.3 14744.5 14746.9 726.3 5.9

3 .0 23.6 C 3.2 1235.3 1211.7 113.9 1.0

1.0 3.3 T 15.7 216.9 213.6 41.0 1.0

4 .0 20.2 C 69.0 18651.5 18671.7 903.0 9.3

1.0 6.7 T 241.5 20425.3 20432.0 1057.9 9.3

5 .0 17.3 C 59.1 15987.0 16004.3 774.0 8.0

1.0 5.7 T 207.0 17507.4 17513.2 906.7 8.0

Page 62 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 63: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 63

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

25 1 .0 5068.9 C 24.6 1.5 5094.8 5.9 6.2

1.0 5049.7 C 0.1 52.4 5091.9 5.9 6.2

2 .0 121978.2 T 50.4 9349.3 131327.6 913.8 47.1

1.0 121978.2 T 239.4 22578.1 144556.3 4008.1 47.1

3 .0 7096.4 C 34.5 2.2 7132.7 8.3 8.6

1.0 7069.6 C 0.1 73.3 7128.7 8.3 8.6

4 .0 163673.1 T 36.1 13091.2 176764.3 1271.0 74.6

1.0 163700.0 T 335.3 31682.6 195382.6 5619.7 74.6

5 .0 140291.2 T 31.0 11221.0 151512.3 1089.4 64.0

1.0 140314.3 T 287.4 27156.5 167470.8 4816.9 64.0

26 1 .0 14.7 C 11.7 880.9 866.1 81.2 0.7

1.0 4.5 T 2.0 153.0 148.5 29.4 0.7

2 .0 337.1 T 1975.7 12954.1 12617.0 660.9 129.4

1.0 337.1 T 418.4 13388.6 13725.7 660.9 129.4

3 .0 20.6 C 16.4 1233.2 1212.6 113.7 1.0

1.0 6.3 T 2.8 214.2 207.9 41.1 1.0

4 .0 451.4 T 2749.7 16902.6 16451.2 811.6 180.2

1.0 478.3 T 583.0 18529.9 19008.1 966.4 180.2

5 .0 386.9 T 2356.8 14487.9 14101.0 695.6 154.5

1.0 409.9 T 499.7 15882.8 16292.7 828.4 154.5

27 1 .0 14.2 C 1.7 877.4 863.2 81.1 0.7

1.0 5.0 T 10.6 149.9 144.9 29.5 0.7

2 .0 59.9 C 53.7 11339.7 11399.6 581.2 16.8

1.0 59.9 C 257.5 11825.8 11765.9 581.2 16.8

3 .0 19.9 C 2.3 1228.3 1208.4 113.5 0.9

1.0 7.0 T 14.8 209.9 202.9 41.3 0.9

4 .0 103.7 C 72.9 14647.3 14751.0 700.2 22.6

1.0 76.8 C 345.7 16346.2 16269.4 855.1 22.6

5 .0 88.9 C 62.4 12554.8 12643.7 600.2 19.4

1.0 65.8 C 296.3 14011.0 13945.2 732.9 19.4

Page 63 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 64: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 64

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

28 1 .0 5003.7 C 25.6 0.2 5029.2 6.3 6.3

1.0 4984.5 C 0.3 53.6 5028.0 6.3 6.3

2 .0 95133.3 T 126.4 5392.8 100526.1 829.4 29.3

1.0 95133.3 T 243.7 19343.2 114476.5 4092.5 29.3

3 .0 7005.2 C 35.8 0.3 7040.8 8.8 8.8

1.0 6978.4 C 0.4 75.0 7039.1 8.8 8.8

4 .0 126181.4 T 141.1 7549.7 133731.0 1152.3 49.8

1.0 126208.2 T 340.8 27155.6 153363.8 5738.3 49.8

5 .0 108155.5 T 120.9 6471.2 114626.6 987.7 42.7

1.0 108178.5 T 292.1 23276.2 131454.7 4918.6 42.7

29 1 .0 4938.7 C 25.4 0.2 4964.2 6.2 6.3

1.0 4919.5 C 0.2 53.3 4962.6 6.2 6.3

2 .0 71639.8 T 148.9 1772.6 73412.4 714.1 22.4

1.0 71639.8 T 238.8 16708.6 88348.4 4207.8 22.4

3 .0 6914.1 C 35.6 0.3 6949.9 8.7 8.8

1.0 6887.3 C 0.3 74.7 6947.6 8.7 8.8

4 .0 93381.6 T 172.9 2481.9 95863.5 991.0 40.2

1.0 93408.5 T 334.0 23466.7 116875.2 5899.6 40.2

5 .0 80041.4 T 148.2 2127.3 82168.7 849.5 34.5

1.0 80064.4 T 286.3 20114.3 100178.8 5056.8 34.5

30 1 .0 4873.5 C 25.4 0.1 4899.0 6.3 6.3

1.0 4854.3 C 0.2 53.6 4897.7 6.3 6.3

2 .0 51506.4 T 173.5 1275.1 52706.0 609.2 19.3

1.0 51506.4 T 250.9 14558.1 66064.5 4312.7 19.3

3 .0 6822.9 C 35.5 0.2 6858.6 8.8 8.8

1.0 6796.1 C 0.3 75.0 6856.7 8.8 8.8

4 .0 65286.1 T 207.4 1785.0 66929.8 844.1 35.8

1.0 65313.0 T 350.9 20456.3 85769.3 6046.5 35.8

5 .0 55959.5 T 177.7 1530.0 57368.4 723.5 30.7

1.0 55982.5 T 300.8 17534.0 73516.6 5182.7 30.7

Page 64 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 65: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 65

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

31 1 .0 13.6 C 12.5 873.7 860.1 80.9 0.8

1.0 5.6 T 1.9 146.4 140.8 29.7 0.8

2 .0 214.6 T 1440.7 10122.5 9907.9 518.0 91.4

1.0 214.6 T 249.7 10523.5 10738.1 518.0 91.4

3 .0 19.1 C 17.5 1223.1 1204.1 113.3 1.1

1.0 7.8 T 2.7 204.9 197.1 41.6 1.1

4 .0 281.4 T 1999.5 12948.4 12667.0 611.9 126.9

1.0 308.3 T 346.9 14527.9 14836.2 766.8 126.9

5 .0 241.2 T 1713.9 11098.6 10857.5 524.5 108.7

1.0 264.2 T 297.4 12452.5 12716.7 657.3 108.7

32 1 .0 14.3 C 1.6 870.4 856.1 80.7 0.7

1.0 4.9 T 10.6 143.2 138.3 29.9 0.7

2 .0 41.1 C 7.5 8718.9 8760.0 448.6 27.5

1.0 41.1 C 502.0 9158.9 9117.8 448.6 27.5

3 .0 20.0 C 2.2 1218.6 1198.6 113.0 0.9

1.0 6.9 T 14.8 200.4 193.6 41.8 0.9

4 .0 77.6 C 8.3 10987.9 11065.5 514.9 37.6

1.0 50.7 C 688.0 12622.1 12571.4 669.8 37.6

5 .0 66.5 C 7.1 9418.2 9484.7 441.4 32.3

1.0 43.4 C 589.7 10818.9 10775.5 574.1 32.3

33 1 .0 13.6 C 12.5 867.0 853.4 80.6 0.8

1.0 5.6 T 1.9 139.7 134.2 30.1 0.8

2 .0 176.3 T 1044.9 7666.3 7490.1 393.3 62.3

1.0 176.3 T 107.0 8007.5 8183.8 393.3 62.3

3 .0 19.1 C 17.4 1213.8 1194.7 112.8 1.1

1.0 7.8 T 2.6 195.6 187.8 42.1 1.1

4 .0 227.7 T 1445.4 9519.0 9291.3 437.8 86.1

1.0 254.6 T 147.2 11014.9 11269.5 592.6 86.1

5 .0 195.2 T 1239.0 8159.2 7964.0 375.2 73.8

1.0 218.2 T 126.2 9441.3 9659.5 508.0 73.8

Page 65 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 66: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 66

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

34 1 .0 14.4 C 1.5 863.9 849.5 80.4 0.6

1.0 4.8 T 10.4 136.6 131.8 30.2 0.6

2 .0 46.4 C 81.9 6447.2 6493.6 333.2 24.6

1.0 46.4 C 536.6 6833.3 6786.9 333.2 24.6

3 .0 20.1 C 2.1 1209.5 1189.4 112.6 0.9

1.0 6.8 T 14.5 191.3 184.5 42.3 0.9

4 .0 85.0 C 116.8 7816.6 7901.6 353.9 33.5

1.0 58.1 C 736.7 9375.3 9317.2 508.8 33.5

5 .0 72.9 C 100.1 6700.0 6772.8 303.4 28.7

1.0 49.8 C 631.5 8036.0 7986.2 436.1 28.7

35 1 .0 13.5 C 12.7 860.4 846.9 80.2 0.8

1.0 5.7 T 1.9 133.1 127.4 30.4 0.8

2 .0 148.3 T 879.3 5559.5 5411.2 286.0 46.5

1.0 148.3 T 19.2 5841.1 5989.4 286.0 46.5

3 .0 18.9 C 17.8 1204.6 1185.7 112.3 1.1

1.0 8.0 T 2.6 186.3 178.3 42.5 1.1

4 .0 188.7 T 1213.2 6578.8 6411.5 288.1 64.0

1.0 215.6 T 29.5 7991.2 8206.8 443.0 64.0

5 .0 161.8 T 1039.9 5639.0 5495.6 247.0 54.9

1.0 184.8 T 25.3 6849.6 7034.4 379.7 54.9

36 1 .0 4808.3 C 25.4 0.2 4833.6 6.2 6.4

1.0 4789.1 C 0.1 52.8 4831.7 6.2 6.4

2 .0 34727.6 T 194.7 3796.8 37977.4 511.7 20.8

1.0 34727.6 T 277.8 12869.8 47597.5 4410.2 20.8

3 .0 6731.7 C 35.6 0.2 6767.1 8.7 8.9

1.0 6704.8 C 0.1 74.0 6764.4 8.7 8.9

4 .0 41887.0 T 236.9 5315.7 46401.3 707.7 38.0

1.0 41913.9 T 389.1 18091.8 60005.6 6182.9 38.0

5 .0 35903.1 T 203.1 4556.3 39772.6 606.6 32.5

1.0 35926.2 T 333.5 15507.2 51433.4 5299.6 32.5

Page 66 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 67: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 67

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

37 1 .0 4743.0 C 24.8 1.6 4769.0 6.5 6.3

1.0 4723.8 C 0.5 57.3 4770.3 6.5 6.3

2 .0 21288.5 T 208.7 5659.8 26051.5 404.8 26.7

1.0 21288.5 T 315.9 11921.0 33209.4 4517.1 26.7

3 .0 6640.2 C 34.7 2.3 6676.6 9.1 8.8

1.0 6613.3 C 0.7 80.2 6678.5 9.1 8.8

4 .0 23163.7 T 257.5 7921.5 29795.4 557.6 46.3

1.0 23190.6 T 442.9 16769.5 39960.1 6333.0 46.3

5 .0 19854.6 T 220.7 6789.9 25538.9 477.9 39.7

1.0 19877.6 T 379.6 14373.9 34251.5 5428.3 39.7

38 1 .0 4677.5 C 24.4 7.2 4696.1 4.9 2.9

1.0 4658.3 C 12.9 34.9 4699.3 4.9 2.9

2 .0 11136.7 T 202.7 7708.2 17541.9 429.8 41.9

1.0 11136.7 T 370.4 9658.9 20795.5 4492.1 41.9

3 .0 6548.6 C 34.1 10.1 6574.5 6.9 4.0

1.0 6521.7 C 18.1 48.9 6579.1 6.9 4.0

4 .0 9042.8 T 249.7 10801.5 17984.2 594.8 62.6

1.0 9069.7 T 500.5 13571.3 22641.0 6295.8 62.6

5 .0 7751.0 T 214.0 9258.5 15415.0 509.8 53.7

1.0 7774.0 T 429.0 11632.5 19406.5 5396.4 53.7

39 1 .0 4618.9 C 53.6 36.8 4702.1 12.9 54.5

1.0 4599.7 C 164.9 147.1 4883.0 12.9 54.5

2 .0 4256.3 T 196.7 4560.7 8122.9 319.5 42.4

1.0 4256.3 T 366.4 19213.3 23469.6 5241.4 42.4

3 .0 6466.5 C 75.0 51.6 6583.0 18.1 76.3

1.0 6439.6 C 230.8 205.9 6836.2 18.1 76.3

4 .0 507.7 C 200.4 6333.4 6841.1 465.4 135.6

1.0 480.8 C 743.8 27104.5 26623.7 7356.0 135.6

5 .0 435.1 C 171.8 5428.7 5863.8 398.9 116.2

1.0 412.1 C 637.6 23232.4 22820.3 6305.2 116.2

Page 67 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 68: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 68

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

40 1 .0 14.4 C 1.4 857.4 842.9 80.1 0.6

1.0 4.8 T 10.1 130.1 125.3 30.5 0.6

2 .0 54.2 C 228.8 4512.6 4566.9 234.9 5.6

1.0 54.2 C 332.8 4847.8 4793.5 234.9 5.6

3 .0 20.2 C 2.0 1200.3 1180.1 112.1 0.9

1.0 6.7 T 14.1 182.1 175.4 42.8 0.9

4 .0 96.2 C 322.3 5117.4 5213.6 216.7 7.0

1.0 69.3 C 451.7 6604.8 6535.5 371.5 7.0

5 .0 82.4 C 276.3 4386.3 4468.8 185.7 6.0

1.0 59.4 C 387.2 5661.2 5601.9 318.5 6.0

41 1 .0 13.3 C 13.0 853.7 840.5 79.9 0.8

1.0 5.9 T 1.9 126.4 120.5 30.7 0.8

2 .0 116.6 T 971.0 3791.5 3974.7 195.8 45.4

1.0 116.6 T 130.7 4012.2 4128.8 195.8 45.4

3 .0 18.6 C 18.2 1195.2 1176.6 111.9 1.1

1.0 8.3 T 2.7 177.0 168.7 43.0 1.1

4 .0 144.6 T 1341.2 4112.8 4617.6 162.2 62.5

1.0 171.5 T 185.7 5440.1 5611.6 317.1 62.5

5 .0 124.0 T 1149.6 3525.3 3957.9 139.1 53.5

1.0 147.0 T 159.2 4662.9 4809.9 271.8 53.5

42 1 .0 14.4 C 1.4 850.9 836.5 79.8 0.6

1.0 4.8 T 9.7 123.5 118.7 30.9 0.6

2 .0 39.3 C 450.8 2925.9 2965.2 154.0 32.7

1.0 39.3 C 154.5 3211.4 3172.1 154.0 32.7

3 .0 20.1 C 2.0 1191.2 1171.0 111.7 0.8

1.0 6.7 T 13.6 172.9 166.1 43.2 0.8

4 .0 75.1 C 633.2 2905.1 2980.2 103.9 46.7

1.0 48.2 C 230.0 4323.1 4274.9 258.8 46.7

5 .0 64.4 C 542.7 2490.1 2554.4 89.1 40.0

1.0 41.3 C 197.1 3705.5 3664.2 221.8 40.0

Page 68 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 69: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 69

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

43 1 .0 12.8 C 13.3 847.3 834.4 79.6 0.8

1.0 6.4 T 2.1 120.0 113.7 31.0 0.8

2 .0 54.5 T 1374.2 2353.4 3220.8 122.1 62.0

1.0 54.5 T 227.8 2511.8 2566.3 122.1 62.0

3 .0 18.0 C 18.6 1186.2 1168.2 111.4 1.2

1.0 8.9 T 3.0 168.0 159.1 43.5 1.2

4 .0 58.4 T 1905.3 2108.6 3569.3 59.5 85.6

1.0 85.3 T 321.9 3348.5 3433.7 214.4 85.6

5 .0 50.0 T 1633.1 1807.3 3059.4 51.0 73.4

1.0 73.1 T 275.9 2870.1 2943.2 183.7 73.4

44 1 .0 14.9 C 1.5 844.5 829.6 79.5 0.6

1.0 4.3 T 10.4 117.6 113.4 31.2 0.6

2 .0 27.0 T 763.3 1699.4 2084.4 91.2 97.1

1.0 27.0 T 1031.9 1936.2 2479.2 91.2 97.1

3 .0 20.9 C 2.1 1182.3 1161.4 111.2 0.9

1.0 6.0 T 14.5 164.7 158.7 43.6 0.9

4 .0 16.9 T 1070.7 1196.9 1999.0 16.5 136.8

1.0 43.8 T 1459.2 2546.0 3354.1 171.3 136.8

5 .0 14.5 T 917.8 1025.9 1713.5 14.1 117.3

1.0 37.6 T 1250.8 2182.3 2874.9 146.9 117.3

45 1 .0 15.4 C 12.5 839.7 824.3 79.2 0.8

1.0 3.8 T 1.9 113.2 109.3 31.4 0.8

2 .0 69.6 C 2174.4 1231.3 3042.4 64.2 101.9

1.0 69.6 C 289.2 1329.2 1371.0 64.2 101.9

3 .0 21.5 C 17.5 1175.6 1154.0 110.9 1.1

1.0 5.3 T 2.6 158.4 153.1 44.0 1.1

4 .0 119.0 C 3026.7 548.2 3325.1 21.0 141.6

1.0 92.2 C 407.6 1702.4 1796.0 133.9 141.6

5 .0 102.0 C 2594.3 469.9 2850.1 18.0 121.4

1.0 79.0 C 349.3 1459.2 1539.5 114.8 121.4

Page 69 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 70: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 70

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

46 1 .0 16.4 C 1.7 834.5 818.1 78.9 0.4

1.0 2.8 T 5.8 104.9 102.1 31.7 0.4

2 .0 184.0 T 1194.9 841.6 2019.7 46.9 174.0

1.0 184.0 T 2023.2 1028.9 2622.7 46.9 174.0

3 .0 23.0 C 2.4 1168.3 1145.3 110.4 0.6

1.0 3.9 T 8.1 146.8 142.9 44.4 0.6

4 .0 234.6 T 1675.2 10.0 1917.4 44.7 244.2

1.0 261.5 T 2840.5 1293.7 3564.1 110.1 244.2

5 .0 201.1 T 1435.9 8.6 1643.5 38.3 209.3

1.0 224.1 T 2434.7 1108.8 3055.0 94.4 209.3

47 1 .0 2.0 C 14.8 834.2 832.2 78.7 0.9

1.0 17.2 T 2.7 98.4 94.8 31.9 0.9

2 .0 288.8 C 3374.1 407.3 3395.4 21.3 164.3

1.0 288.8 C 334.8 440.4 958.9 21.3 164.3

3 .0 2.9 C 20.7 1167.9 1165.1 110.2 1.3

1.0 24.0 T 3.7 137.8 132.7 44.7 1.3

4 .0 407.2 C 4703.0 597.7 5565.3 80.4 228.7

1.0 380.3 C 472.5 478.7 1217.3 74.4 228.7

5 .0 349.0 C 4031.1 512.3 4770.3 68.9 196.1

1.0 326.0 C 405.0 410.3 1043.4 63.8 196.1

48 1 .0 38.6 T 0.5 848.9 887.5 79.5 1.3

1.0 57.8 T 24.1 115.5 169.9 31.1 1.3

2 .0 438.5 T 1626.0 389.8 2361.4 22.6 376.1

1.0 438.5 T 5329.2 510.7 5378.9 22.6 376.1

3 .0 54.1 T 0.7 1188.4 1242.5 111.3 1.9

1.0 81.0 T 33.7 161.7 237.8 43.6 1.9

4 .0 668.0 T 2277.1 642.7 2455.7 79.7 528.4

1.0 694.9 T 7494.6 553.3 7768.2 75.2 528.4

5 .0 572.6 T 1951.8 550.9 2104.9 68.3 452.9

1.0 595.6 T 6424.0 474.3 6658.5 64.5 452.9

Page 70 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 71: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 71

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

49 1 .0 4545.9 C 352.9 43.9 4934.1 1.4 86.7

1.0 4526.7 C 5.3 31.8 4557.5 1.4 86.7

2 .0 112.7 T 12.2 9707.7 9595.0 1568.3 4.4

1.0 112.7 T 29.9 2075.0 1962.4 3353.6 4.4

3 .0 6364.2 C 494.0 61.5 6907.7 2.0 121.4

1.0 6337.3 C 7.4 44.5 6380.5 2.0 121.4

4 .0 6206.5 C 476.9 13529.2 19735.7 2197.6 127.6

1.0 6179.6 C 34.5 2860.5 9040.2 4693.1 127.6

5 .0 5319.9 C 408.8 11596.5 16916.3 1883.6 109.4

1.0 5296.8 C 29.6 2451.9 7748.7 4022.6 109.4

50 1 .0 73.7 C 4.9 893.3 819.6 83.8 0.5

1.0 54.5 C 3.7 240.7 295.2 26.9 0.5

2 .0 766.5 C 6250.7 125.9 7113.0 6.3 325.3

1.0 766.5 C 233.6 126.0 904.1 6.3 325.3

3 .0 103.1 C 6.8 1250.6 1147.5 117.3 0.6

1.0 76.3 C 5.1 337.0 413.3 37.6 0.6

4 .0 1176.2 C 8757.8 1426.8 11020.5 126.1 456.1

1.0 1149.3 C 321.9 513.4 1662.7 28.8 456.1

5 .0 1008.2 C 7506.7 1223.0 9446.2 108.1 391.0

1.0 985.1 C 275.9 440.0 1425.1 24.6 391.0

51 1 .0 128.4 C 6.4 673.8 647.9 73.0 0.7

1.0 109.2 C 18.9 31.6 140.8 37.6 0.7

2 .0 921.9 T 1724.3 303.7 2877.5 18.7 307.5

1.0 921.9 T 3963.6 440.7 4550.0 18.7 307.5

3 .0 179.8 C 9.0 943.3 907.0 102.2 0.9

1.0 152.9 C 26.4 44.3 197.1 52.7 0.9

4 .0 1111.0 T 2405.1 518.0 3121.5 76.1 431.5

1.0 1137.9 T 5575.5 572.7 6277.2 78.8 431.5

5 .0 952.3 T 2061.5 444.0 2675.6 65.2 369.9

1.0 975.3 T 4779.0 490.9 5380.5 67.5 369.9

Page 71 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 72: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 72

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

52 1 .0 95.4 T 22.4 429.9 525.3 65.3 2.7

1.0 95.4 T 22.8 74.9 170.3 45.4 2.7

2 .0 508.2 T 13135.6 575.8 13205.3 27.8 1517.4

1.0 508.2 T 11965.9 416.9 12791.6 27.8 1517.4

3 .0 133.6 T 31.3 601.8 735.4 91.4 3.8

1.0 133.6 T 32.0 104.8 238.4 63.5 3.8

4 .0 845.0 T 18358.4 1407.9 18585.5 130.4 2120.6

1.0 845.0 T 16720.3 478.9 17930.0 24.5 2120.6

5 .0 724.3 T 15735.8 1206.8 15930.4 111.7 1817.6

1.0 724.3 T 14331.7 410.5 15368.6 21.0 1817.6

53 1 .0 0.6 T 23.2 211.8 212.4 52.7 2.8

1.0 0.6 T 23.2 305.8 306.4 57.9 2.8

2 .0 3199.3 C 12454.9 13826.0 19783.6 1019.9 1449.5

1.0 3199.3 C 11522.4 22531.0 31878.4 1019.9 1449.5

3 .0 0.9 T 32.5 296.5 297.4 73.7 3.9

1.0 0.9 T 32.5 428.1 428.9 81.1 3.9

4 .0 4478.2 C 17404.3 19059.9 27439.7 1354.1 2025.3

1.0 4478.2 C 16098.8 31971.5 44922.2 1508.9 2025.3

5 .0 3838.5 C 14918.0 16337.1 23519.7 1160.6 1736.0

1.0 3838.5 C 13798.9 27404.1 38504.8 1293.4 1736.0

54 1 .0 0.4 C 22.7 152.4 151.9 49.5 2.7

1.0 0.4 C 22.4 359.7 359.2 61.1 2.7

2 .0 2355.4 C 12238.4 13464.3 20135.6 1015.8 1613.2

1.0 2355.4 C 14447.8 22747.4 34124.6 1015.8 1613.2

3 .0 0.6 C 31.7 213.3 212.7 69.3 3.8

1.0 0.6 C 31.4 503.5 502.9 85.6 3.8

4 .0 3298.1 C 17102.0 18636.7 27995.1 1352.8 2254.7

1.0 3298.1 C 20195.6 32350.0 48127.1 1507.7 2254.7

5 .0 2827.0 C 14658.8 15974.3 23995.8 1159.5 1932.6

1.0 2827.0 C 17310.5 27728.6 41251.8 1292.3 1932.6

Page 72 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 73: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 73

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

55 1 .0 91.4 T 22.5 441.9 533.3 65.9 2.7

1.0 91.4 T 22.6 65.8 157.2 44.8 2.7

2 .0 269.2 C 9558.0 213.6 9989.9 17.9 1274.8

1.0 269.2 C 11530.3 424.9 11584.6 17.9 1274.8

3 .0 128.0 T 31.4 618.7 746.6 92.2 3.8

1.0 128.0 T 31.7 92.1 220.1 62.7 3.8

4 .0 249.0 C 13349.8 917.7 14297.6 117.3 1780.9

1.0 249.0 C 16110.8 502.7 16244.6 37.6 1780.9

5 .0 213.4 C 11442.7 786.6 12255.1 100.5 1526.5

1.0 213.4 C 13809.3 430.9 13923.9 32.2 1526.5

56 1 .0 5261.6 C 304.1 346.4 5607.9 22.4 37.0

1.0 5223.1 C 7.3 36.2 5259.5 22.4 37.0

2 .0 203510.9 C 14673.3 33190.1 244891.4 711.1 1960.0

1.0 203510.9 C 1036.2 21030.2 221469.6 711.1 1960.0

3 .0 7366.2 C 425.7 484.9 7851.1 31.3 51.8

1.0 7312.4 C 10.2 50.6 7363.3 31.3 51.8

4 .0 292281.5 C 20968.3 45981.2 350249.7 964.2 2795.9

1.0 292227.7 C 1440.4 29492.9 317400.3 964.2 2795.9

5 .0 250527.0 C 17972.8 39412.4 300214.0 826.5 2396.5

1.0 250480.9 C 1234.7 25279.6 272057.4 826.5 2396.5

57 1 .0 377.2 C 240.5 797.3 1224.7 75.2 21.0

1.0 357.9 C 147.2 5.2 509.1 35.4 21.0

2 .0 17197.0 C 37830.7 19339.1 69753.9 895.6 2591.1

1.0 17197.0 C 10091.0 16356.8 33553.8 895.6 2591.1

3 .0 528.0 C 336.7 1116.2 1714.6 105.3 29.3

1.0 501.1 C 206.0 7.3 712.7 49.6 29.3

4 .0 24603.9 C 53299.7 28190.9 99370.0 1359.1 3656.9

1.0 24577.0 C 14333.4 22892.2 47469.2 1204.2 3656.9

5 .0 21089.0 C 45685.5 24163.6 85174.3 1164.9 3134.5

1.0 21066.0 C 12285.8 19621.9 40687.9 1032.2 3134.5

Page 73 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 74: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 74

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

58 1 .0 5235.7 C 70.1 159.3 5395.0 22.8 7.9

1.0 5216.5 C 38.2 35.5 5283.3 22.8 7.9

2 .0 204000.3 C 4150.6 26975.6 229857.5 723.2 649.2

1.0 204000.3 C 1549.0 20791.7 222279.8 723.2 649.2

3 .0 7330.0 C 98.1 223.0 7553.0 31.9 11.1

1.0 7303.1 C 53.5 49.7 7396.6 31.9 11.1

4 .0 292930.4 C 5909.0 37542.9 329049.3 980.6 920.0

1.0 292903.5 C 2222.1 29158.0 318588.4 980.6 920.0

5 .0 251083.2 C 5064.9 32179.6 282042.2 840.6 788.6

1.0 251060.2 C 1904.6 24992.6 273075.8 840.6 788.6

59 1 .0 106.3 C 75.4 1013.0 953.0 85.7 4.2

1.0 87.0 C 2.6 199.4 286.5 24.9 4.2

2 .0 3540.4 C 2462.8 26168.5 25929.7 1233.5 151.0

1.0 3540.4 C 330.0 22996.4 26536.9 1233.5 151.0

3 .0 148.8 C 105.5 1418.2 1334.1 120.0 5.9

1.0 121.9 C 3.6 279.2 401.0 34.8 5.9

4 .0 5105.4 C 3342.4 38054.1 37424.8 1847.0 205.5

1.0 5078.5 C 458.5 32474.1 37552.6 1692.1 205.5

5 .0 4376.0 C 2864.9 32617.8 32078.4 1583.1 176.2

1.0 4353.0 C 393.0 27835.0 32188.0 1450.4 176.2

60 1 .0 5191.9 C 41.3 124.8 5333.6 11.3 8.0

1.0 5153.5 C 22.7 67.6 5221.1 11.3 8.0

2 .0 167983.1 C 600.6 34767.4 196560.3 1222.2 38.6

1.0 167983.1 C 291.0 13867.3 179432.9 1222.2 38.6

3 .0 7268.6 C 57.8 174.7 7467.1 15.8 11.2

1.0 7214.9 C 31.8 94.7 7309.5 15.8 11.2

4 .0 242445.0 C 898.7 48849.1 282651.4 1726.8 65.3

1.0 242391.3 C 375.6 19319.6 258312.9 1726.8 65.3

5 .0 207810.0 C 770.3 41870.6 242272.7 1480.1 55.9

1.0 207764.0 C 321.9 16559.7 221411.0 1480.1 55.9

Page 74 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 75: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 75

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

61 1 .0 22.4 T 6.8 931.9 954.3 83.6 0.4

1.0 41.6 T 0.3 194.4 190.0 27.1 0.4

2 .0 940.3 T 964.7 21276.0 22216.3 1071.6 259.9

1.0 940.3 T 3842.7 21435.2 21105.2 1071.6 259.9

3 .0 31.4 T 9.6 1304.7 1336.0 117.0 0.5

1.0 58.2 T 0.5 272.1 266.0 37.9 0.5

4 .0 1347.7 T 1341.0 31091.1 32438.8 1617.3 363.4

1.0 1374.6 T 5380.3 30281.5 29813.3 1462.4 363.4

5 .0 1155.2 T 1149.4 26649.5 27804.7 1386.2 311.5

1.0 1178.2 T 4611.7 25955.6 25554.2 1253.5 311.5

62 1 .0 5165.7 C 43.9 29.8 5233.6 11.6 8.8

1.0 5146.5 C 8.6 69.6 5216.1 11.6 8.8

2 .0 167992.4 C 869.7 24244.2 188370.9 1234.8 128.1

1.0 167992.4 C 356.5 13686.7 179362.2 1234.8 128.1

3 .0 7232.0 C 61.5 41.7 7327.0 16.3 12.3

1.0 7205.2 C 12.1 97.4 7302.6 16.3 12.3

4 .0 242421.4 C 1279.1 33983.6 271046.3 1744.9 191.6

1.0 242394.5 C 511.1 19064.0 258246.0 1744.9 191.6

5 .0 207789.8 C 1096.4 29128.8 232325.4 1495.6 164.3

1.0 207766.8 C 438.1 16340.6 221353.8 1495.6 164.3

63 1 .0 5.8 T 26.4 886.3 892.1 81.7 1.6

1.0 25.0 T 2.4 167.4 154.9 28.9 1.6

2 .0 1096.1 T 354.9 17312.8 18408.9 892.1 59.7

1.0 1096.1 T 749.5 18243.8 17147.7 892.1 59.7

3 .0 8.2 T 37.0 1240.9 1249.0 114.4 2.2

1.0 35.0 T 3.4 234.4 216.9 40.4 2.2

4 .0 1542.8 T 459.9 25478.8 27021.5 1363.4 81.4

1.0 1569.6 T 1045.9 25775.7 24206.1 1208.5 81.4

5 .0 1322.4 T 394.2 21838.9 23161.3 1168.6 69.8

1.0 1345.4 T 896.5 22093.5 20748.1 1035.9 69.8

Page 75 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 76: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 76

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

64 1 .0 5126.7 C 27.5 38.8 5185.5 5.1 6.7

1.0 5088.3 C 26.0 49.1 5137.4 5.1 6.7

2 .0 136216.0 C 50.1 26381.3 157494.5 921.6 11.7

1.0 136216.0 C 143.5 10620.7 144905.7 921.6 11.7

3 .0 7177.4 C 38.6 54.4 7259.7 7.2 9.4

1.0 7123.6 C 36.5 68.7 7192.3 7.2 9.4

4 .0 197879.8 C 108.7 36988.2 227752.0 1297.5 7.0

1.0 197826.0 C 164.5 14800.2 209899.8 1297.5 7.0

5 .0 169611.2 C 93.2 31704.2 195216.0 1112.1 6.0

1.0 169565.2 C 141.0 12685.9 179914.2 1112.1 6.0

65 1 .0 13.3 C 2.6 880.1 866.8 81.3 0.7

1.0 5.9 T 11.3 156.7 150.8 29.3 0.7

2 .0 391.9 C 292.0 15739.7 15347.8 807.7 121.3

1.0 391.9 C 2535.3 16452.9 16844.8 807.7 121.3

3 .0 18.6 C 3.6 1232.1 1213.5 113.9 1.0

1.0 8.3 T 15.8 219.3 211.1 41.0 1.0

4 .0 567.3 C 405.2 23267.7 22700.4 1244.6 170.9

1.0 540.4 C 3565.2 23253.4 23793.8 1089.8 170.9

5 .0 486.3 C 347.3 19943.7 19457.5 1066.8 146.5

1.0 463.2 C 3055.9 19931.5 20394.7 934.1 146.5

66 1 .0 5101.3 C 23.7 5.5 5120.5 5.3 6.1

1.0 5082.1 C 0.6 50.5 5132.6 5.3 6.1

2 .0 135969.9 C 49.4 18416.9 150838.9 936.1 10.0

1.0 135969.9 C 9.3 10412.6 144358.0 936.1 10.0

3 .0 7141.9 C 33.1 7.7 7168.7 7.4 8.5

1.0 7115.0 C 0.9 70.7 7185.7 7.4 8.5

4 .0 197499.7 C 36.0 25775.9 218276.9 1318.0 5.5

1.0 197472.8 C 14.0 14507.0 209160.2 1318.0 5.5

5 .0 169285.4 C 30.8 22093.6 187094.5 1129.7 4.7

1.0 169262.4 C 12.0 12434.6 179280.2 1129.7 4.7

Page 76 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 77: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 77

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

67 1 .0 16.6 C 10.7 882.4 865.8 81.3 0.7

1.0 2.6 T 2.2 154.9 152.3 29.3 0.7

2 .0 1.3 C 88.0 14187.6 14186.4 724.7 33.2

1.0 1.3 C 525.2 14698.4 14699.7 724.7 33.2

3 .0 23.2 C 15.0 1235.4 1212.1 113.9 1.0

1.0 3.6 T 3.1 216.9 213.2 41.0 1.0

4 .0 25.0 C 108.2 21098.1 21073.0 1128.5 45.4

1.0 1.9 T 732.2 20794.7 20792.8 973.6 45.4

5 .0 21.4 C 92.7 18084.0 18062.6 967.3 38.9

1.0 1.6 T 627.6 17824.0 17822.4 834.6 38.9

68 1 .0 5061.9 C 24.2 53.9 5129.4 6.2 6.1

1.0 5023.5 C 25.0 52.2 5075.7 6.2 6.1

2 .0 107702.3 C 66.5 21791.1 125303.6 865.6 30.9

1.0 107702.3 C 181.4 6988.9 113507.5 865.6 30.9

3 .0 7086.6 C 33.8 75.5 7181.2 8.7 8.6

1.0 7032.8 C 35.0 73.1 7106.0 8.7 8.6

4 .0 157869.9 C 59.3 30583.0 182538.6 1220.5 34.7

1.0 157816.1 C 218.9 9711.4 165849.5 1220.5 34.7

5 .0 135317.0 C 50.8 26214.0 156461.7 1046.2 29.7

1.0 135271.0 C 187.6 8324.0 142156.7 1046.2 29.7

69 1 .0 15.1 C 1.8 880.9 865.8 81.3 0.7

1.0 4.1 T 10.6 153.0 149.0 29.4 0.7

2 .0 336.7 C 265.7 12890.4 12553.6 658.5 83.2

1.0 336.7 C 1804.9 13353.8 13690.6 658.5 83.2

3 .0 21.2 C 2.5 1233.3 1212.1 113.8 0.9

1.0 5.7 T 14.8 214.3 208.5 41.1 0.9

4 .0 492.6 C 369.4 19279.8 18787.2 1035.6 117.5

1.0 465.7 C 2541.6 18909.6 19375.3 880.7 117.5

5 .0 422.2 C 316.6 16525.5 16103.3 887.7 100.7

1.0 399.2 C 2178.5 16208.3 16607.4 754.9 100.7

Page 77 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 78: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 78

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

70 1 .0 5036.3 C 25.5 0.8 5062.4 6.4 6.3

1.0 5017.1 C 0.3 53.8 5070.9 6.4 6.3

2 .0 107263.4 C 5.9 14330.1 118800.3 885.0 7.9

1.0 107263.4 C 37.4 6762.8 112742.6 885.0 7.9

3 .0 7050.8 C 35.7 1.1 7087.4 8.9 8.8

1.0 7023.9 C 0.4 75.4 7099.3 8.9 8.8

4 .0 157219.5 C 43.9 20063.2 173407.9 1248.0 2.2

1.0 157192.7 C 52.7 9392.5 164803.3 1248.0 2.2

5 .0 134759.6 C 37.7 17197.1 148635.3 1069.7 1.9

1.0 134736.6 C 45.2 8050.7 141260.0 1069.7 1.9

71 1 .0 13.7 C 12.6 877.3 863.6 81.1 0.8

1.0 5.5 T 1.9 149.8 144.3 29.5 0.8

2 .0 61.6 T 422.1 11319.6 11381.3 579.5 4.9

1.0 61.6 T 331.6 11778.0 11716.3 579.5 4.9

3 .0 19.2 C 17.6 1228.2 1209.0 113.5 1.1

1.0 7.7 T 2.7 209.8 202.1 41.4 1.1

4 .0 67.1 T 608.6 17075.7 17142.8 924.8 8.0

1.0 94.0 T 461.6 16699.0 16604.9 770.0 8.0

5 .0 57.5 T 521.7 14636.3 14693.8 792.7 6.8

1.0 80.6 T 395.6 14313.4 14232.8 660.0 6.8

72 1 .0 4997.0 C 25.1 51.4 5063.5 6.0 6.3

1.0 4958.6 C 25.1 51.7 5010.2 6.0 6.3

2 .0 82537.5 C 1.6 16870.3 96114.2 747.3 21.6

1.0 82537.5 C 171.7 4091.5 86001.5 747.3 21.6

3 .0 6995.8 C 35.2 71.9 7088.8 8.4 8.8

1.0 6942.0 C 35.2 72.4 7014.4 8.4 8.8

4 .0 122548.2 C 32.9 23690.3 141644.2 1054.6 21.5

1.0 122494.5 C 205.1 5655.8 127250.7 1054.6 21.5

5 .0 105041.4 C 28.2 20306.0 121409.3 904.0 18.4

1.0 104995.3 C 175.8 4847.8 109072.0 904.0 18.4

Page 78 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 79: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 79

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

73 1 .0 14.2 C 1.6 873.8 859.6 80.9 0.7

1.0 5.0 T 10.7 146.5 141.5 29.7 0.7

2 .0 214.0 C 252.8 10056.3 9842.3 515.4 54.0

1.0 214.0 C 1252.2 10486.7 10700.7 515.4 54.0

3 .0 19.8 C 2.3 1223.3 1203.4 113.3 0.9

1.0 7.0 T 14.9 205.1 198.1 41.6 0.9

4 .0 319.5 C 351.6 15302.1 14982.6 834.9 76.6

1.0 292.6 C 1768.0 14886.4 15179.0 680.0 76.6

5 .0 273.9 C 301.3 13116.1 12842.3 715.6 65.6

1.0 250.8 C 1515.4 12759.8 13010.6 582.8 65.6

74 1 .0 4971.2 C 25.5 0.3 4996.5 6.2 6.3

1.0 4952.0 C 0.2 53.3 5005.3 6.2 6.3

2 .0 81960.2 C 8.6 10415.0 90349.5 766.3 11.7

1.0 81960.2 C 38.4 3862.8 85106.8 766.3 11.7

3 .0 6959.7 C 35.7 0.4 6995.1 8.7 8.8

1.0 6932.8 C 0.3 74.6 7007.4 8.7 8.8

4 .0 121703.9 C 23.6 14580.6 133460.2 1081.5 7.6

1.0 121677.0 C 54.0 5333.2 126022.6 1081.5 7.6

5 .0 104317.7 C 20.2 12497.6 114394.5 927.0 6.5

1.0 104294.6 C 46.3 4571.4 108019.4 927.0 6.5

75 1 .0 13.7 C 12.4 870.3 856.6 80.7 0.8

1.0 5.5 T 1.9 143.0 137.5 29.9 0.8

2 .0 42.0 T 639.3 8698.2 8740.2 446.8 26.5

1.0 42.0 T 150.1 9109.8 9067.8 446.8 26.5

3 .0 19.2 C 17.3 1218.4 1199.3 113.0 1.1

1.0 7.7 T 2.6 200.2 192.5 41.8 1.1

4 .0 39.6 T 912.3 13395.9 13435.5 738.5 38.1

1.0 66.5 T 207.5 12953.9 12887.4 583.7 38.1

5 .0 34.0 T 782.0 11482.2 11516.2 633.0 32.7

1.0 57.0 T 177.8 11103.4 11046.4 500.3 32.7

Page 79 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 80: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 80

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

76 1 .0 4932.1 C 25.0 51.8 4998.8 6.1 6.3

1.0 4893.7 C 25.1 51.8 4945.5 6.1 6.3

2 .0 60725.1 C 19.2 12662.7 70933.7 643.8 19.3

1.0 60725.1 C 174.1 1653.1 62229.5 643.8 19.3

3 .0 6905.0 C 35.1 72.5 6998.4 8.5 8.8

1.0 6851.2 C 35.1 72.5 6923.7 8.5 8.8

4 .0 91920.2 C 61.9 17800.3 106305.5 909.8 18.3

1.0 91866.4 C 208.6 2241.9 93879.0 909.8 18.3

5 .0 78788.7 C 53.0 15257.4 91119.0 779.8 15.7

1.0 78742.6 C 178.8 1921.6 80467.8 779.8 15.7

77 1 .0 14.4 C 1.6 867.2 852.8 80.6 0.7

1.0 4.8 T 10.5 139.9 135.0 30.0 0.7

2 .0 175.7 C 188.9 7601.9 7426.2 390.7 37.4

1.0 175.7 C 880.5 7972.0 8147.7 390.7 37.4

3 .0 20.1 C 2.2 1214.0 1193.9 112.8 0.9

1.0 6.8 T 14.7 195.8 189.0 42.1 0.9

4 .0 266.1 C 262.3 11856.8 11590.7 659.9 53.3

1.0 239.2 C 1247.4 11356.6 11595.8 505.0 53.3

5 .0 228.1 C 224.8 10162.9 9934.9 565.6 45.7

1.0 205.0 C 1069.2 9734.3 9939.3 432.8 45.7

78 1 .0 4906.1 C 25.4 0.1 4931.4 6.2 6.3

1.0 4886.9 C 0.2 53.5 4940.4 6.2 6.3

2 .0 60027.3 C 19.6 7065.1 65732.0 658.9 11.5

1.0 60027.3 C 26.6 1431.0 61205.3 658.9 11.5

3 .0 6868.6 C 35.6 0.1 6904.0 8.7 8.8

1.0 6841.7 C 0.3 74.9 6916.6 8.7 8.8

4 .0 90906.7 C 8.1 9891.1 98874.0 931.3 7.3

1.0 90879.8 C 37.4 1928.5 92469.1 931.3 7.3

5 .0 77920.1 C 7.0 8478.1 84749.1 798.2 6.3

1.0 77897.0 C 32.1 1653.0 79259.2 798.2 6.3

Page 80 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 81: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 81

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

79 1 .0 13.6 C 12.6 863.7 850.2 80.4 0.8

1.0 5.6 T 1.9 136.4 130.8 30.2 0.8

2 .0 47.5 T 684.0 6425.5 6473.0 331.4 37.6

1.0 47.5 T 10.8 6782.9 6735.4 331.4 37.6

3 .0 19.0 C 17.7 1209.2 1190.2 112.6 1.1

1.0 7.9 T 2.6 191.0 183.1 42.3 1.1

4 .0 47.5 T 975.2 10204.9 10252.4 576.5 53.7

1.0 74.4 T 17.7 9687.1 9612.7 421.7 53.7

5 .0 40.7 T 835.9 8747.1 8787.8 494.2 46.0

1.0 63.7 T 15.2 8303.2 8239.4 361.4 46.0

80 1 .0 4867.4 C 25.1 51.7 4934.0 6.0 6.2

1.0 4828.9 C 24.9 51.6 4880.5 6.0 6.2

2 .0 42273.1 C 51.9 8918.8 49501.8 533.8 16.2

1.0 42273.1 C 182.0 209.8 42482.9 533.8 16.2

3 .0 6814.3 C 35.1 72.4 6907.6 8.5 8.7

1.0 6760.5 C 34.9 72.2 6832.8 8.5 8.7

4 .0 65996.7 C 107.8 12558.7 76210.1 755.8 14.0

1.0 65942.9 C 219.8 365.9 66308.8 755.8 14.0

5 .0 56568.6 C 92.4 10764.6 65323.0 647.8 12.0

1.0 56522.5 C 188.4 313.6 56836.1 647.8 12.0

81 1 .0 14.4 C 1.5 860.6 846.2 80.2 0.6

1.0 4.8 T 10.2 133.3 128.5 30.4 0.6

2 .0 147.6 C 71.0 5496.2 5348.7 283.6 35.9

1.0 147.6 C 734.8 5806.4 5954.0 283.6 35.9

3 .0 20.2 C 2.0 1204.9 1184.7 112.3 0.9

1.0 6.7 T 14.3 186.7 179.9 42.5 0.9

4 .0 226.7 C 97.4 8899.6 8672.9 509.4 51.1

1.0 199.8 C 1043.0 8315.6 8515.5 354.5 51.1

5 .0 194.3 C 83.5 7628.2 7433.9 436.6 43.8

1.0 171.3 C 894.0 7127.7 7299.0 303.9 43.8

Page 81 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 82: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 82

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

82 1 .0 4840.9 C 25.4 0.0 4866.3 6.2 6.3

1.0 4821.7 C 0.2 53.3 4875.0 6.2 6.3

2 .0 41465.3 C 26.0 4205.3 44875.2 538.9 6.6

1.0 41465.3 C 0.6 402.3 41867.6 538.9 6.6

3 .0 6777.3 C 35.5 0.1 6812.8 8.7 8.8

1.0 6750.4 C 0.3 74.7 6825.1 8.7 8.8

4 .0 64828.7 C 0.9 5887.3 69567.0 763.2 0.5

1.0 64801.8 C 1.1 637.9 65439.7 763.2 0.5

5 .0 55567.5 C 0.8 5046.3 59628.8 654.1 0.4

1.0 55544.4 C 1.0 546.8 56091.2 654.1 0.4

83 1 .0 13.4 C 12.9 857.1 843.7 80.1 0.8

1.0 5.8 T 1.9 129.8 124.0 30.6 0.8

2 .0 55.4 T 484.1 4490.0 4545.4 233.0 34.5

1.0 55.4 T 153.9 4796.1 4740.6 233.0 34.5

3 .0 18.8 C 18.0 1199.9 1181.2 112.1 1.1

1.0 8.1 T 2.6 181.7 173.6 42.8 1.1

4 .0 58.8 T 695.8 7485.9 7544.7 438.3 49.4

1.0 85.7 T 218.0 6896.2 6810.4 283.4 49.4

5 .0 50.4 T 596.4 6416.5 6466.9 375.7 42.4

1.0 73.5 T 186.9 5911.0 5837.5 242.9 42.4

84 1 .0 4802.7 C 25.2 51.9 4869.7 6.1 6.3

1.0 4764.3 C 25.4 51.9 4816.2 6.1 6.3

2 .0 27176.2 C 92.3 5761.5 31904.6 442.4 12.8

1.0 27176.2 C 195.0 1804.3 28980.6 442.4 12.8

3 .0 6723.8 C 35.3 72.6 6817.5 8.5 8.9

1.0 6670.0 C 35.6 72.7 6742.7 8.5 8.9

4 .0 44770.5 C 164.5 8138.7 51484.0 627.9 9.1

1.0 44716.7 C 237.4 2598.8 47315.5 627.9 9.1

5 .0 38374.7 C 141.0 6976.0 44129.1 538.2 7.8

1.0 38328.6 C 203.5 2227.5 40556.1 538.2 7.8

Page 82 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 83: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 83

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

85 1 .0 14.5 C 1.4 854.1 839.6 79.9 0.6

1.0 4.7 T 9.9 126.7 122.0 30.7 0.6

2 .0 115.7 C 114.3 3729.6 3613.9 193.4 51.7

1.0 115.7 C 840.9 3978.5 4094.2 193.4 51.7

3 .0 20.2 C 2.0 1195.7 1175.5 111.9 0.9

1.0 6.6 T 13.9 177.4 170.8 43.0 0.9

4 .0 182.2 C 162.0 6417.1 6234.9 382.6 73.2

1.0 155.4 C 1191.2 5747.4 5902.7 227.8 73.2

5 .0 156.2 C 138.9 5500.4 5344.2 328.0 62.7

1.0 133.2 C 1021.1 4926.3 5059.5 195.2 62.7

86 1 .0 4775.7 C 25.5 0.4 4800.9 6.3 6.6

1.0 4756.5 C 0.8 54.2 4810.7 6.3 6.6

2 .0 26287.9 C 28.1 1724.3 27703.5 431.8 3.1

1.0 26287.9 C 40.6 1967.5 28255.4 431.8 3.1

3 .0 6686.0 C 35.6 0.5 6721.2 8.8 9.2

1.0 6659.1 C 1.2 75.9 6735.0 8.8 9.2

4 .0 43489.1 C 3.6 2413.5 45434.9 613.3 13.6

1.0 43462.2 C 58.0 2830.4 46292.6 613.3 13.6

5 .0 37276.4 C 3.1 2068.8 38944.2 525.7 11.6

1.0 37253.3 C 49.7 2426.1 39679.4 525.7 11.6

87 1 .0 13.1 C 13.2 850.4 837.4 79.7 0.8

1.0 6.1 T 2.0 123.1 117.0 30.9 0.8

2 .0 40.4 T 8.1 2902.7 2943.1 152.1 15.6

1.0 40.4 T 281.0 3158.7 3118.4 152.1 15.6

3 .0 18.3 C 18.5 1190.6 1172.3 111.6 1.1

1.0 8.6 T 2.8 172.3 163.7 43.2 1.1

4 .0 38.2 T 29.8 5254.4 5292.7 324.5 23.0

1.0 65.1 T 396.2 4594.6 4529.5 169.7 23.0

5 .0 32.8 T 25.5 4503.8 4536.6 278.2 19.7

1.0 55.8 T 339.6 3938.2 3882.4 145.4 19.7

Page 83 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 84: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 84

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

88 1 .0 4737.9 C 24.7 51.6 4804.2 6.0 6.3

1.0 4699.5 C 25.5 51.7 4751.2 6.0 6.3

2 .0 15394.5 C 143.1 2847.3 17828.8 267.5 4.2

1.0 15394.5 C 177.1 1727.5 17122.0 267.5 4.2

3 .0 6633.1 C 34.6 72.3 6725.9 8.5 8.8

1.0 6579.3 C 35.6 72.3 6651.6 8.5 8.8

4 .0 28185.4 C 234.9 4058.5 31686.1 383.0 2.8

1.0 28131.6 C 212.4 2490.8 30622.5 383.0 2.8

5 .0 24158.9 C 201.4 3478.7 27159.5 328.3 2.4

1.0 24112.8 C 182.0 2135.0 26247.8 328.3 2.4

89 1 .0 14.3 C 1.4 847.8 833.4 79.6 0.6

1.0 4.9 T 9.8 120.5 115.6 31.0 0.6

2 .0 53.2 C 383.1 2292.7 2239.4 119.7 90.9

1.0 53.2 C 1297.8 2478.5 3131.8 119.7 90.9

3 .0 20.0 C 2.0 1186.9 1166.8 111.4 0.8

1.0 6.8 T 13.7 168.6 161.8 43.4 0.8

4 .0 94.6 C 538.3 4396.6 4302.0 279.0 128.1

1.0 67.7 C 1830.6 3638.5 4533.5 124.2 128.1

5 .0 81.1 C 461.4 3768.5 3687.4 239.2 109.8

1.0 58.0 C 1569.1 3118.7 3885.9 106.4 109.8

90 1 .0 4709.9 C 23.1 0.5 4733.4 6.1 4.2

1.0 4690.7 C 6.4 51.5 4742.2 6.1 4.2

2 .0 14504.4 C 19.8 219.5 14700.9 222.8 18.2

1.0 14504.4 C 92.6 1685.7 16190.1 222.8 18.2

3 .0 6593.9 C 32.3 0.6 6626.8 8.5 5.8

1.0 6567.0 C 8.9 72.1 6639.1 8.5 5.8

4 .0 26900.1 C 4.6 307.9 27152.5 320.4 31.3

1.0 26873.2 C 120.7 2432.0 29305.2 320.4 31.3

5 .0 23057.2 C 3.9 263.9 23273.6 274.7 26.8

1.0 23034.2 C 103.5 2084.6 25118.8 274.7 26.8

Page 84 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 85: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 85

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

91 1 .0 13.3 C 13.0 844.0 830.7 79.4 0.8

1.0 5.9 T 2.3 117.2 111.3 31.2 0.8

2 .0 23.3 C 838.8 1674.9 2137.5 89.2 24.4

1.0 23.3 C 387.7 1881.3 1904.7 89.2 24.4

3 .0 18.6 C 18.2 1181.6 1163.0 111.2 1.2

1.0 8.3 T 3.2 164.1 155.8 43.7 1.2

4 .0 51.3 C 1156.0 3526.4 3892.5 236.1 33.0

1.0 24.4 C 545.9 2797.9 2822.3 81.2 33.0

5 .0 44.0 C 990.9 3022.6 3336.5 202.4 28.3

1.0 20.9 C 468.0 2398.2 2419.1 69.6 28.3

92 1 .0 4674.0 C 24.5 51.0 4739.5 5.5 2.7

1.0 4635.5 C 3.0 43.3 4678.9 5.5 2.7

2 .0 6977.2 C 163.4 1762.8 8559.1 484.0 17.5

1.0 6977.2 C 303.8 6514.5 13491.7 484.0 17.5

3 .0 6543.5 C 34.3 71.4 6635.2 7.7 3.8

1.0 6489.8 C 4.2 60.7 6550.4 7.7 3.8

4 .0 16311.5 C 263.1 2539.3 18618.0 685.4 20.8

1.0 16257.8 C 429.6 9181.0 25438.8 685.4 20.8

5 .0 13981.3 C 225.5 2176.6 15958.3 587.5 17.8

1.0 13935.2 C 368.2 7869.4 21804.7 587.5 17.8

93 1 .0 17.3 C 1.8 840.3 823.0 79.2 0.7

1.0 1.9 T 10.3 113.7 111.8 31.4 0.7

2 .0 69.1 T 769.4 1175.2 1595.2 62.2 148.5

1.0 69.1 T 1977.7 1303.4 3039.3 62.2 148.5

3 .0 24.2 C 2.5 1176.4 1152.2 110.9 0.9

1.0 2.7 T 14.4 159.2 156.5 43.9 0.9

4 .0 72.5 T 1079.7 2821.7 3155.8 198.0 208.9

1.0 99.4 T 2783.1 1983.9 4393.2 43.1 208.9

5 .0 62.2 T 925.5 2418.6 2705.0 169.7 179.0

1.0 85.2 T 2385.5 1700.5 3765.6 37.0 179.0

Page 85 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 86: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 86

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

94 1 .0 4646.8 C 40.4 0.8 4686.5 6.7 11.5

1.0 4627.6 C 5.7 57.8 4685.4 6.7 11.5

2 .0 6260.9 C 3.9 3086.2 9347.1 431.5 8.1

1.0 6260.9 C 36.3 6775.4 13036.3 431.5 8.1

3 .0 6505.5 C 56.6 1.2 6561.1 9.3 16.1

1.0 6478.6 C 8.0 80.9 6559.5 9.3 16.1

4 .0 15270.7 C 62.1 4321.8 19592.5 613.4 4.8

1.0 15243.8 C 42.9 9566.5 24810.3 613.4 4.8

5 .0 13089.2 C 53.2 3704.4 16793.6 525.8 4.1

1.0 13066.1 C 36.7 8199.8 21266.0 525.8 4.1

95 1 .0 14.5 C 13.3 833.6 819.1 78.8 0.8

1.0 4.7 T 1.1 104.0 99.3 31.8 0.8

2 .0 197.3 C 1990.4 817.5 2810.3 45.1 83.2

1.0 197.3 C 452.4 978.6 1175.9 45.1 83.2

3 .0 20.3 C 18.6 1167.1 1146.7 110.4 1.1

1.0 6.6 T 1.5 145.6 139.0 44.5 1.1

4 .0 296.5 C 2768.0 2311.6 4824.7 173.5 115.3

1.0 269.7 C 634.9 1515.7 1785.3 18.6 115.3

5 .0 254.2 C 2372.6 1981.3 4135.5 148.7 98.9

1.0 231.1 C 544.2 1299.2 1530.3 15.9 98.9

96 1 .0 4613.9 C 54.6 65.7 4721.3 10.4 56.9

1.0 4575.5 C 401.2 111.8 4886.7 10.4 56.9

2 .0 1376.2 C 355.5 4730.2 6106.4 1125.0 167.3

1.0 1376.2 C 985.1 14508.8 14036.2 1125.0 167.3

3 .0 6459.5 C 76.4 91.9 6609.9 14.5 79.6

1.0 6405.7 C 561.7 156.6 6841.4 14.5 79.6

4 .0 8386.2 C 574.1 6530.4 14916.5 1560.5 313.8

1.0 8332.4 C 1940.8 20155.7 26492.0 1560.5 313.8

5 .0 7188.1 C 492.1 5597.5 12785.6 1337.6 269.0

1.0 7142.0 C 1663.5 17276.3 22707.4 1337.6 269.0

Page 86 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 87: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 87

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

97 1 .0 3.8 C 0.6 835.1 831.3 78.7 0.2

1.0 15.4 T 3.9 98.8 94.6 31.9 0.2

2 .0 255.5 T 1202.5 334.9 1203.0 18.0 273.7

1.0 255.5 T 3859.9 381.9 4406.2 18.0 273.7

3 .0 5.4 C 0.9 1169.2 1163.8 110.2 0.3

1.0 21.5 T 5.5 138.3 132.4 44.6 0.3

4 .0 352.3 T 1684.4 1638.0 2579.4 135.4 383.6

1.0 379.2 T 5409.5 672.9 6301.1 19.5 383.6

5 .0 302.0 T 1443.8 1404.0 2210.9 116.1 328.8

1.0 325.0 T 4636.7 576.8 5400.9 16.7 328.8

98 1 .0 4561.0 C 2.8 1.6 4562.7 5.1 4.1

1.0 4541.8 C 13.8 45.3 4587.1 5.1 4.1

2 .0 1030.5 C 509.2 4861.3 5451.5 1346.8 141.4

1.0 1030.5 C 57.4 16376.8 15346.3 1346.8 141.4

3 .0 6385.4 C 3.9 2.3 6387.7 7.2 5.8

1.0 6358.5 C 19.3 63.4 6422.0 7.2 5.8

4 .0 7828.2 C 716.7 6803.5 14019.5 1878.4 203.7

1.0 7801.3 C 99.6 22864.1 26299.1 1878.4 203.7

5 .0 6709.9 C 614.3 5831.6 12016.7 1610.0 174.6

1.0 6686.8 C 85.4 19597.8 22542.1 1610.0 174.6

99 1 .0 44.2 T 14.4 848.4 892.6 79.5 1.4

1.0 63.4 T 12.0 115.0 163.0 31.1 1.4

2 .0 227.8 C 4087.0 301.0 4544.1 15.0 197.2

1.0 227.8 C 440.6 297.3 525.1 15.0 197.2

3 .0 61.9 T 20.1 1187.8 1249.7 111.3 2.0

1.0 88.8 T 16.8 161.1 228.2 43.6 2.0

4 .0 257.1 C 5701.7 1609.2 7184.1 132.3 274.0

1.0 230.2 C 633.6 577.3 843.0 22.6 274.0

5 .0 220.3 C 4887.1 1379.3 6157.8 113.4 234.9

1.0 197.3 C 543.1 494.8 722.6 19.4 234.9

Page 87 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 88: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 88

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

100 1 .0 4546.4 C 330.8 43.3 4842.3 0.3 81.4

1.0 4527.2 C 4.6 45.8 4573.0 0.3 81.4

2 .0 107.7 C 814.9 17835.1 17727.3 2481.0 210.6

1.0 107.7 C 29.2 3378.5 3486.2 2481.0 210.6

3 .0 6364.9 C 463.1 60.7 6779.2 0.4 113.9

1.0 6338.0 C 6.5 64.1 6402.2 0.4 113.9

4 .0 6515.8 C 1603.9 24908.4 28162.9 3473.8 408.8

1.0 6488.9 C 34.4 4794.0 11282.9 3473.8 408.8

5 .0 5584.9 C 1374.8 21350.1 24139.6 2977.6 350.4

1.0 5561.9 C 29.5 4109.1 9671.0 2977.6 350.4

101 1 .0 81.6 C 13.3 897.7 816.1 84.1 3.8

1.0 62.4 C 56.4 249.0 311.4 26.5 3.8

2 .0 603.8 T 1945.1 168.1 2420.8 12.2 233.5

1.0 603.8 T 2373.5 318.2 3219.6 12.2 233.5

3 .0 114.2 C 18.6 1256.8 1142.6 117.7 5.3

1.0 87.3 C 79.0 348.6 436.0 37.2 5.3

4 .0 731.1 T 2741.7 1492.2 3146.8 134.8 332.2

1.0 757.9 T 3401.9 794.1 4764.5 20.1 332.2

5 .0 626.6 T 2350.0 1279.0 2697.3 115.5 284.7

1.0 649.7 T 2915.9 680.6 4083.9 17.2 284.7

102 1 .0 120.8 C 12.0 661.0 636.1 72.4 0.6

1.0 101.5 C 0.5 19.0 120.5 38.2 0.6

2 .0 914.3 T 5217.1 90.0 6199.9 2.2 604.5

1.0 914.3 T 5962.5 3.0 6879.0 2.2 604.5

3 .0 169.1 C 16.9 925.4 890.6 101.3 0.9

1.0 142.2 C 0.7 26.6 168.7 53.5 0.9

4 .0 1111.0 T 7320.8 799.4 7823.0 98.3 847.1

1.0 1137.9 T 8346.7 30.7 9508.0 56.6 847.1

5 .0 952.3 T 6274.9 685.2 6705.5 84.2 726.1

1.0 975.3 T 7154.3 26.3 8149.7 48.5 726.1

Page 88 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 89: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 89

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

103 1 .0 5250.2 C 22.3 344.9 5595.1 21.6 35.9

1.0 5231.0 C 121.6 160.5 5391.5 21.6 35.9

2 .0 203364.2 C 465.6 33632.0 230892.6 757.3 1121.7

1.0 203364.2 C 4029.8 27157.0 229246.5 757.3 1121.7

3 .0 7350.3 C 31.2 482.8 7833.1 30.2 50.3

1.0 7323.4 C 170.2 224.6 7548.0 30.2 50.3

4 .0 292060.1 C 683.0 46602.0 330242.6 1030.0 1620.7

1.0 292033.2 C 5811.8 37795.2 328257.9 1030.0 1620.7

5 .0 250337.2 C 585.5 39944.6 283065.1 882.9 1389.2

1.0 250314.2 C 4981.6 32395.9 281364.0 882.9 1389.2

104 1 .0 221.4 C 30.7 773.0 840.7 72.9 2.3

1.0 202.2 C 12.0 72.5 269.4 37.7 2.3

2 .0 113661.4 T 77.8 2698.1 115793.8 1138.8 100.0

1.0 113661.4 T 1771.6 42689.3 156350.7 1138.8 100.0

3 .0 310.0 C 43.0 1082.2 1177.0 102.0 3.2

1.0 283.1 C 16.9 101.4 377.2 52.8 3.2

4 .0 158816.0 T 66.0 2695.1 160934.3 1492.2 136.8

1.0 158842.9 T 2463.3 59866.5 218709.4 1647.1 136.8

5 .0 136128.0 T 56.6 2310.1 137943.7 1279.0 117.2

1.0 136151.1 T 2111.4 51314.1 187465.2 1411.8 117.2

105 1 .0 56.1 C 10.4 1112.4 1056.3 89.9 1.5

1.0 36.9 C 17.8 267.5 304.3 20.7 1.5

2 .0 132791.9 C 1558.1 49592.0 172112.6 2894.2 15.1

1.0 132791.9 C 1837.4 65763.1 198555.0 2894.2 15.1

3 .0 78.5 C 14.6 1557.3 1478.8 125.9 2.1

1.0 51.6 C 25.0 374.5 426.1 29.0 2.1

4 .0 185987.1 C 2166.7 70986.0 242207.4 4177.8 23.3

1.0 185960.2 C 2597.3 92442.8 278403.0 4023.0 23.3

5 .0 159417.6 C 1857.2 60845.2 207606.4 3581.0 20.0

1.0 159394.5 C 2226.3 79236.6 238631.2 3448.3 20.0

Page 89 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 90: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 90

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

106 1 .0 5200.9 C 38.1 127.6 5341.6 11.4 8.0

1.0 5181.6 C 6.2 30.4 5212.3 11.4 8.0

2 .0 168190.4 C 1664.8 35123.4 198118.2 1291.3 676.4

1.0 168190.4 C 1045.7 24082.3 188614.5 1291.3 676.4

3 .0 7281.2 C 53.3 178.6 7478.2 15.9 11.1

1.0 7254.3 C 8.6 42.6 7297.2 15.9 11.1

4 .0 242747.7 C 2384.1 49351.4 284843.7 1823.8 958.1

1.0 242720.8 C 1455.3 33757.7 271340.2 1823.8 958.1

5 .0 208069.5 C 2043.5 42301.2 244151.7 1563.2 821.2

1.0 208046.4 C 1247.4 28935.2 232577.3 1563.2 821.2

107 1 .0 16.9 T 4.6 931.1 947.9 84.4 0.3

1.0 36.1 T 0.2 229.4 210.9 26.2 0.3

2 .0 127987.1 T 60.4 48612.2 165064.1 2653.7 40.8

1.0 127987.1 T 693.8 57157.1 185144.2 2653.7 40.8

3 .0 23.6 T 6.4 1303.5 1327.1 118.2 0.4

1.0 50.5 T 0.2 321.2 295.3 36.7 0.4

4 .0 179205.5 T 78.2 66753.5 230114.4 3597.0 56.7

1.0 179232.4 T 971.2 79698.7 258931.2 3751.9 56.7

5 .0 153604.8 T 67.0 57217.3 197240.9 3083.2 48.6

1.0 153627.8 T 832.4 68313.2 221941.0 3215.9 48.6

108 1 .0 3.1 C 2.4 843.9 840.8 80.4 0.2

1.0 16.2 T 1.4 154.5 138.3 30.3 0.2

2 .0 127204.6 C 1014.1 38448.9 157496.3 2211.4 127.7

1.0 127204.6 C 1347.3 49688.9 176893.6 2211.4 127.7

3 .0 4.3 C 3.4 1181.4 1177.1 112.5 0.3

1.0 22.6 T 1.9 216.3 193.7 42.4 0.3

4 .0 178090.7 C 1416.4 55009.9 221395.4 3208.4 178.5

1.0 178063.8 C 1884.3 69780.8 247844.6 3053.5 178.5

5 .0 152649.2 C 1214.0 47151.4 189767.5 2750.1 153.0

1.0 152626.2 C 1615.1 59812.1 212438.3 2617.3 153.0

Page 90 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 91: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 91

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

109 1 .0 5133.6 C 8.2 39.9 5173.9 5.2 8.9

1.0 5114.4 C 27.4 5.0 5137.7 5.2 8.9

2 .0 136009.9 C 353.3 26609.2 157775.0 972.5 68.8

1.0 136009.9 C 77.7 18293.9 150808.3 972.5 68.8

3 .0 7187.1 C 11.5 55.8 7243.4 7.3 12.4

1.0 7160.2 C 38.3 7.0 7192.8 7.3 12.4

4 .0 197601.0 C 506.1 37308.6 228128.5 1368.9 108.7

1.0 197574.1 C 70.4 25604.5 218247.9 1368.9 108.7

5 .0 169372.3 C 433.8 31978.8 195538.7 1173.3 93.2

1.0 169349.2 C 60.4 21946.7 187069.6 1173.3 93.2

110 1 .0 5068.8 C 0.9 55.6 5114.5 6.4 6.1

1.0 5049.6 C 25.4 1.3 5076.0 6.4 6.1

2 .0 107295.4 C 26.2 21936.3 124973.2 900.4 38.2

1.0 107295.4 C 126.8 14237.7 118879.0 900.4 38.2

3 .0 7096.4 C 1.3 77.9 7160.3 8.9 8.5

1.0 7069.5 C 35.5 1.8 7106.4 8.9 8.5

4 .0 157309.9 C 38.1 30788.6 182122.9 1269.4 44.9

1.0 157283.0 C 142.1 19934.5 173466.0 1269.4 44.9

5 .0 134837.1 C 32.6 26390.3 156105.3 1088.1 38.5

1.0 134814.0 C 121.8 17086.7 148685.1 1088.1 38.5

111 1 .0 5003.8 C 0.0 52.9 5046.4 6.2 6.3

1.0 4984.6 C 25.4 0.2 5010.1 6.2 6.3

2 .0 81984.9 C 12.6 16940.8 95629.4 769.7 21.1

1.0 81984.9 C 97.3 10359.3 90418.1 769.7 21.1

3 .0 7005.3 C 0.0 74.1 7065.0 8.6 8.9

1.0 6978.4 C 35.6 0.2 7014.2 8.6 8.9

4 .0 121784.2 C 17.6 23791.2 140946.0 1086.3 20.7

1.0 121757.3 C 100.7 14503.3 133528.5 1086.3 20.7

5 .0 104386.5 C 15.1 20392.4 120810.9 931.1 17.8

1.0 104363.4 C 86.3 12431.4 114453.0 931.1 17.8

Page 91 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 92: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 92

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

112 1 .0 19.6 C 8.6 870.2 850.6 81.0 0.6

1.0 0.4 C 3.3 153.9 154.4 29.6 0.6

2 .0 113826.7 T 2401.7 38141.4 145271.8 2186.8 137.3

1.0 113826.7 T 137.5 49017.4 162844.0 2186.8 137.3

3 .0 27.5 C 12.0 1218.3 1190.8 113.4 0.9

1.0 0.6 C 4.7 215.5 216.1 41.5 0.9

4 .0 159329.8 T 3350.4 52179.6 202413.4 2948.1 191.3

1.0 159356.7 T 187.8 68408.8 227765.5 3103.0 191.3

5 .0 136568.4 T 2871.8 44725.4 173497.2 2526.9 164.0

1.0 136591.5 T 161.0 58636.1 195227.6 2659.7 164.0

113 1 .0 16.5 C 3.3 884.1 867.6 81.6 0.4

1.0 2.7 T 4.9 163.5 160.8 29.0 0.4

2 .0 114135.9 C 177.9 37187.1 142630.6 2091.7 52.4

1.0 114135.9 C 791.9 46182.4 160318.3 2091.7 52.4

3 .0 23.1 C 4.7 1237.8 1214.6 114.2 0.6

1.0 3.8 T 6.9 228.9 225.2 40.6 0.6

4 .0 159813.4 C 253.8 53299.7 200653.2 3042.6 74.0

1.0 159786.5 C 1115.6 64884.2 224670.8 2887.8 74.0

5 .0 136982.9 C 217.5 45685.5 171988.5 2608.0 63.5

1.0 136959.9 C 956.2 55615.0 192574.9 2475.2 63.5

114 1 .0 13.3 C 5.4 877.5 864.2 81.4 0.4

1.0 5.9 T 2.4 161.8 155.9 29.2 0.4

2 .0 102182.6 T 1283.5 35893.8 130798.2 1996.6 65.4

1.0 102182.6 T 74.2 43686.0 145868.6 1996.6 65.4

3 .0 18.7 C 7.6 1228.6 1209.9 113.9 0.6

1.0 8.2 T 3.4 226.5 218.3 40.9 0.6

4 .0 143037.0 T 1789.4 49022.8 182155.7 2681.4 91.0

1.0 143063.9 T 107.3 60933.9 203997.8 2836.2 91.0

5 .0 122603.2 T 1533.8 42019.5 156133.4 2298.3 78.0

1.0 122626.2 T 91.9 52229.0 174855.2 2431.1 78.0

Page 92 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 93: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 93

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

115 1 .0 13.5 C 2.1 869.5 856.1 81.0 0.3

1.0 5.7 T 3.9 155.0 149.3 29.6 0.3

2 .0 102200.1 C 171.1 33187.2 127642.2 1841.1 24.9

1.0 102200.1 C 289.1 40193.2 142393.3 1841.1 24.9

3 .0 18.9 C 2.9 1217.4 1198.5 113.4 0.5

1.0 8.0 T 5.5 217.0 209.0 41.4 0.5

4 .0 143099.0 C 242.5 47679.4 179647.8 2691.0 35.3

1.0 143072.1 C 410.3 56487.5 199559.6 2536.1 35.3

5 .0 122656.3 C 207.8 40868.1 153983.8 2306.5 30.3

1.0 122633.2 C 351.7 48417.9 171051.1 2173.8 30.3

116 1 .0 14.2 C 5.9 867.6 853.5 80.9 0.4

1.0 5.0 T 2.4 152.2 147.2 29.7 0.4

2 .0 90028.9 T 840.3 32158.7 115356.9 1765.1 34.8

1.0 90028.9 T 196.3 38191.1 128219.9 1765.1 34.8

3 .0 19.8 C 8.2 1214.7 1194.8 113.3 0.6

1.0 7.0 T 3.4 213.1 206.1 41.6 0.6

4 .0 126020.6 T 1168.2 43807.4 160546.7 2357.8 48.1

1.0 126047.4 T 278.3 53254.4 179301.8 2512.7 48.1

5 .0 108017.6 T 1001.3 37549.2 137611.4 2021.0 41.2

1.0 108040.7 T 238.5 45646.6 153687.3 2153.7 41.2

117 1 .0 14.2 C 2.1 864.3 850.1 80.7 0.3

1.0 5.0 T 4.0 148.6 143.6 29.9 0.3

2 .0 90146.9 C 163.9 29705.6 112930.7 1620.1 7.7

1.0 90146.9 C 21.7 34867.2 125014.1 1620.1 7.7

3 .0 19.8 C 3.0 1210.0 1190.2 113.0 0.5

1.0 7.1 T 5.7 208.0 201.0 41.9 0.5

4 .0 126225.5 C 232.4 42797.9 159047.1 2381.2 11.2

1.0 126198.6 C 24.8 49022.1 175220.8 2226.3 11.2

5 .0 108193.3 C 199.2 36683.9 136326.1 2041.0 9.6

1.0 108170.3 C 21.2 42019.0 150189.2 1908.3 9.6

Page 93 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 94: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 94

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

118 1 .0 4938.7 C 0.1 53.3 4981.7 6.2 6.3

1.0 4919.5 C 25.5 0.3 4945.3 6.2 6.3

2 .0 60049.7 C 3.1 12680.7 70256.6 658.4 16.9

1.0 60049.7 C 70.8 7051.0 65794.3 658.4 16.9

3 .0 6914.2 C 0.1 74.7 6974.4 8.7 8.9

1.0 6887.3 C 35.7 0.5 6923.4 8.7 8.9

4 .0 90983.8 C 4.2 17827.6 105333.4 930.5 14.8

1.0 90956.9 C 63.4 9871.9 98964.0 930.5 14.8

5 .0 77986.1 C 3.6 15280.8 90285.8 797.5 12.7

1.0 77963.0 C 54.4 8461.6 84826.3 797.5 12.7

119 1 .0 4873.6 C 0.1 53.2 4916.4 6.2 6.3

1.0 4854.4 C 25.5 0.4 4880.2 6.2 6.3

2 .0 41485.2 C 22.0 8893.4 48663.5 544.2 17.7

1.0 41485.2 C 48.9 4239.9 44945.9 544.2 17.7

3 .0 6823.0 C 0.1 74.4 6883.0 8.6 8.9

1.0 6796.1 C 35.7 0.5 6832.3 8.6 8.9

4 .0 64902.2 C 31.0 12525.2 75011.9 770.6 15.9

1.0 64875.3 C 32.8 5936.4 69685.0 770.6 15.9

5 .0 55630.5 C 26.5 10735.8 64295.9 660.5 13.6

1.0 55607.4 C 28.1 5088.4 59730.0 660.5 13.6

120 1 .0 4808.4 C 0.1 53.4 4851.4 6.2 6.3

1.0 4789.2 C 25.5 0.1 4814.7 6.2 6.3

2 .0 26297.8 C 65.3 5710.4 30958.1 455.3 24.5

1.0 26297.8 C 32.8 1817.5 27793.1 455.3 24.5

3 .0 6731.7 C 0.1 74.7 6791.9 8.7 8.9

1.0 6704.8 C 35.6 0.1 6740.6 8.7 8.9

4 .0 43548.6 C 91.6 8069.2 50133.3 646.1 25.4

1.0 43521.7 C 10.3 2544.6 45579.6 646.1 25.4

5 .0 37327.4 C 78.5 6916.5 42971.4 553.8 21.8

1.0 37304.3 C 8.8 2181.1 39068.2 553.8 21.8

Page 94 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 95: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 95

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

121 1 .0 4743.0 C 1.2 52.5 4786.4 6.0 6.6

1.0 4723.8 C 27.7 1.0 4752.3 6.0 6.6

2 .0 14489.0 C 129.9 2753.2 16834.3 276.9 39.8

1.0 14489.0 C 29.8 386.0 14829.4 276.9 39.8

3 .0 6640.2 C 1.6 73.5 6700.9 8.4 9.3

1.0 6613.3 C 38.8 1.4 6653.2 8.4 9.3

4 .0 26924.8 C 183.5 3927.9 30269.0 396.0 46.5

1.0 26897.9 C 2.9 541.8 27336.8 396.0 46.5

5 .0 23078.4 C 157.2 3366.8 25944.8 339.5 39.9

1.0 23055.4 C 2.5 464.4 23431.5 339.5 39.9

122 1 .0 4677.8 C 6.1 55.0 4728.1 6.5 4.3

1.0 4658.6 C 10.9 0.6 4669.0 6.5 4.3

2 .0 6195.6 C 206.3 1793.9 7845.3 543.0 63.7

1.0 6195.6 C 49.1 2848.9 9044.5 543.0 63.7

3 .0 6548.9 C 8.6 76.9 6619.4 9.1 6.0

1.0 6522.0 C 15.3 0.9 6536.6 9.1 6.0

4 .0 15222.7 C 280.2 2588.4 17585.7 769.3 83.3

1.0 15195.8 C 53.5 3989.3 19185.1 769.3 83.3

5 .0 13048.0 C 240.2 2218.6 15073.5 659.4 71.4

1.0 13025.0 C 45.8 3419.4 16444.4 659.4 71.4

123 1 .0 4611.4 C 6.7 51.9 4659.8 5.8 11.4

1.0 4592.2 C 52.2 1.9 4646.0 5.8 11.4

2 .0 915.1 C 143.2 5146.2 6061.3 1212.2 165.1

1.0 915.1 C 518.3 5218.6 5632.6 1212.2 165.1

3 .0 6455.9 C 9.4 72.6 6523.8 8.2 15.9

1.0 6429.1 C 73.1 2.7 6504.4 8.2 15.9

4 .0 7737.1 C 209.8 7132.0 14869.1 1688.9 215.2

1.0 7710.2 C 652.4 7308.8 14243.8 1688.9 215.2

5 .0 6631.8 C 179.8 6113.1 12744.9 1447.6 184.4

1.0 6608.7 C 559.2 6264.6 12209.0 1447.6 184.4

Page 95 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 96: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 96

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

124 1 .0 4538.6 C 13.8 56.2 4594.8 0.3 4.0

1.0 4519.4 C 29.7 53.9 4573.3 0.3 4.0

2 .0 238.0 C 29.3 18869.3 18631.3 2707.1 10.7

1.0 238.0 C 13.7 4277.4 4515.4 2707.1 10.7

3 .0 6354.0 C 19.3 78.6 6432.7 0.4 5.6

1.0 6327.2 C 41.6 75.4 6402.6 0.4 5.6

4 .0 6687.2 C 21.8 26338.3 27902.8 3789.6 20.6

1.0 6660.3 C 60.8 6063.7 12724.1 3789.6 20.6

5 .0 5731.9 C 18.7 22575.7 23916.7 3248.2 17.7

1.0 5708.9 C 52.1 5197.5 10906.4 3248.2 17.7

125 1 .0 13.9 C 5.9 861.7 847.8 80.6 0.4

1.0 5.3 T 2.4 146.2 140.9 30.0 0.4

2 .0 78030.9 T 528.0 28537.4 100289.2 1540.0 11.9

1.0 78030.9 T 307.3 32842.2 110873.1 1540.0 11.9

3 .0 19.5 C 8.3 1206.4 1187.0 112.8 0.6

1.0 7.4 T 3.3 204.6 197.2 42.0 0.6

4 .0 109223.8 T 730.9 38745.9 139458.5 2043.2 16.1

1.0 109250.7 T 433.5 45774.5 155025.2 2198.0 16.1

5 .0 93620.4 T 626.5 33210.8 119535.8 1751.3 13.8

1.0 93643.4 T 371.5 39235.3 132878.7 1884.0 13.8

126 1 .0 14.1 C 2.0 857.5 843.5 80.4 0.3

1.0 5.1 T 3.8 142.0 136.9 30.2 0.3

2 .0 78139.5 C 207.4 25981.4 98130.9 1393.7 4.6

1.0 78139.5 C 121.5 29565.1 107704.6 1393.7 4.6

3 .0 19.7 C 2.8 1200.5 1180.9 112.5 0.4

1.0 7.2 T 5.3 198.9 191.6 42.3 0.4

4 .0 109415.0 C 293.2 37574.5 138320.0 2063.7 6.9

1.0 109388.1 C 164.8 41590.0 150978.2 1908.8 6.9

5 .0 93784.3 C 251.3 32206.7 118560.0 1768.8 6.0

1.0 93761.2 C 141.2 35648.6 129409.8 1636.1 6.0

Page 96 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 97: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 97

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

127 1 .0 13.7 C 6.2 855.0 841.2 80.3 0.5

1.0 5.5 T 2.4 139.5 134.0 30.4 0.5

2 .0 66022.3 T 440.6 24772.0 85326.0 1314.4 2.2

1.0 66022.3 T 399.6 27615.2 93637.5 1314.4 2.2

3 .0 19.2 C 8.6 1197.0 1177.7 112.4 0.6

1.0 7.6 T 3.3 195.3 187.6 42.5 0.6

4 .0 92412.0 T 608.2 33483.9 118517.1 1727.8 2.5

1.0 92438.8 T 562.7 38466.0 130904.8 1882.6 2.5

5 .0 79210.2 T 521.3 28700.5 101586.1 1480.9 2.1

1.0 79233.3 T 482.3 32970.9 112204.2 1613.7 2.1

128 1 .0 14.2 C 1.9 851.0 836.8 80.1 0.3

1.0 5.0 T 3.5 135.5 130.5 30.6 0.3

2 .0 66139.4 C 309.8 22165.8 83327.8 1168.3 17.6

1.0 66139.4 C 15.2 24398.8 90538.2 1168.3 17.6

3 .0 19.8 C 2.7 1191.4 1171.6 112.1 0.4

1.0 7.0 T 5.0 189.7 182.7 42.8 0.4

4 .0 92615.0 C 436.4 32223.6 117588.6 1747.7 25.0

1.0 92588.1 C 26.2 34348.1 126936.2 1592.8 25.0

5 .0 79384.3 C 374.1 27620.2 100790.3 1498.0 21.4

1.0 79361.2 C 22.5 29441.2 108802.5 1365.3 21.4

129 1 .0 13.6 C 6.4 848.2 834.6 79.9 0.5

1.0 5.6 T 2.4 132.7 127.1 30.7 0.5

2 .0 54014.5 T 610.7 20908.4 70546.2 1089.9 7.2

1.0 54014.5 T 476.6 22531.4 76545.9 1089.9 7.2

3 .0 19.0 C 9.0 1187.5 1168.5 111.9 0.7

1.0 7.9 T 3.4 185.8 177.9 43.0 0.7

4 .0 75601.2 T 845.9 28084.2 97832.4 1414.0 9.5

1.0 75628.1 T 670.7 31358.2 106986.3 1568.8 9.5

5 .0 64801.0 T 725.1 24072.2 83856.3 1212.0 8.1

1.0 64824.1 T 574.9 26878.4 91702.5 1344.7 8.1

Page 97 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 98: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 98

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

130 1 .0 14.1 C 1.9 844.4 830.3 79.7 0.3

1.0 5.1 T 3.2 128.6 123.6 30.9 0.3

2 .0 54092.8 C 486.7 18246.1 68473.3 943.0 49.9

1.0 54092.8 C 435.7 19337.2 73430.0 943.0 49.9

3 .0 19.8 C 2.7 1182.2 1162.4 111.6 0.4

1.0 7.1 T 4.5 180.1 173.0 43.3 0.4

4 .0 75749.6 C 684.1 26726.6 96785.2 1431.8 70.2

1.0 75722.8 C 614.5 27252.2 102975.0 1276.9 70.2

5 .0 64928.3 C 586.4 22908.6 82958.8 1227.2 60.2

1.0 64905.2 C 526.7 23359.0 88264.3 1094.5 60.2

131 1 .0 13.1 C 6.8 842.2 829.1 79.6 0.5

1.0 6.1 T 2.7 126.7 120.6 31.0 0.5

2 .0 41967.1 T 1090.5 16820.7 55866.1 858.3 29.8

1.0 41967.1 T 540.0 17388.1 59355.2 858.3 29.8

3 .0 18.4 C 9.5 1179.1 1160.7 111.5 0.7

1.0 8.5 T 3.8 177.4 168.9 43.4 0.7

4 .0 58735.6 T 1517.3 22369.9 77286.8 1090.1 40.9

1.0 58762.5 T 759.9 24165.9 82928.5 1245.0 40.9

5 .0 50344.8 T 1300.5 19174.2 66245.9 934.4 35.1

1.0 50367.9 T 651.3 20713.7 71081.5 1067.1 35.1

132 1 .0 14.9 C 2.2 838.5 823.7 79.5 0.3

1.0 4.3 T 3.6 124.2 119.8 31.2 0.3

2 .0 42135.0 C 765.9 14103.2 53640.0 716.4 107.7

1.0 42135.0 C 1226.4 14448.6 56583.5 716.4 107.7

3 .0 20.8 C 3.1 1173.9 1153.1 111.2 0.4

1.0 6.1 T 5.1 173.8 167.7 43.6 0.4

4 .0 59009.7 C 1075.3 20918.5 76013.8 1114.2 151.2

1.0 58982.9 C 1722.0 20401.8 79384.7 959.3 151.2

5 .0 50579.8 C 921.7 17930.1 65154.7 955.0 129.6

1.0 50556.7 C 1476.0 17487.3 68044.0 822.2 129.6

Page 98 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 99: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 99

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

133 1 .0 14.5 C 5.8 832.4 817.9 79.1 0.4

1.0 4.7 T 2.1 117.4 112.7 31.5 0.4

2 .0 29818.1 T 1980.6 13120.7 41789.6 659.3 77.0

1.0 29818.1 T 556.2 13156.2 42974.3 659.3 77.0

3 .0 20.3 C 8.1 1165.3 1145.0 110.8 0.6

1.0 6.6 T 2.9 164.4 157.8 44.1 0.6

4 .0 41725.0 T 2764.7 17203.6 57589.7 812.2 107.2

1.0 41751.9 T 781.7 18254.3 60006.2 967.1 107.2

5 .0 35764.3 T 2369.8 14746.0 49362.6 696.2 91.9

1.0 35787.3 T 670.0 15646.6 51433.9 828.9 91.9

134 1 .0 12.4 C 1.6 827.4 815.0 78.7 0.2

1.0 6.8 T 1.3 105.9 99.0 31.9 0.2

2 .0 29388.6 C 1106.6 10055.6 38152.3 476.3 185.0

1.0 29388.6 C 2315.5 8929.1 38317.6 476.3 185.0

3 .0 17.3 C 2.3 1158.3 1141.0 110.2 0.2

1.0 9.6 T 1.8 148.2 138.6 44.7 0.2

4 .0 41161.3 C 1551.6 15236.2 54314.8 777.1 259.3

1.0 41134.4 C 3243.6 12648.9 53783.3 622.2 259.3

5 .0 35281.1 C 1329.9 13059.6 46555.5 666.1 222.2

1.0 35258.1 C 2780.2 10841.9 46100.0 533.3 222.2

135 1 .0 4.6 C 10.0 840.4 835.8 79.4 0.9

1.0 14.6 T 6.9 119.8 112.8 31.2 0.9

2 .0 18043.7 T 3123.4 6429.5 26062.9 288.5 129.1

1.0 18043.7 T 736.1 5070.6 23114.3 288.5 129.1

3 .0 6.4 C 14.1 1176.5 1170.1 111.2 1.3

1.0 20.5 T 9.7 167.8 157.9 43.7 1.3

4 .0 25254.7 T 4358.7 7824.8 35571.7 292.8 179.4

1.0 25281.6 T 1040.2 6931.1 32212.7 447.7 179.4

5 .0 21646.9 T 3736.0 6707.0 30490.1 251.0 153.8

1.0 21669.9 T 891.6 5940.9 27610.9 383.7 153.8

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Page 100: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 100

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

136 1 .0 24.3 C 7.3 851.6 827.4 80.8 1.4

1.0 5.1 C 18.9 165.6 170.7 29.8 1.4

2 .0 20099.6 C 1892.9 5797.6 26407.2 369.4 373.2

1.0 20099.6 C 5009.0 8923.7 29023.2 369.4 373.2

3 .0 34.0 C 10.3 1192.3 1158.3 113.2 2.0

1.0 7.1 C 26.4 231.9 238.9 41.7 2.0

4 .0 28173.3 C 2660.3 9309.0 37922.1 630.3 524.4

1.0 28146.5 C 7039.1 12725.0 40871.5 475.4 524.4

5 .0 24148.6 C 2280.3 7979.1 32504.7 540.2 449.5

1.0 24125.5 C 6033.5 10907.2 35032.7 407.5 449.5

137 1 .0 19.9 C 8.9 760.0 740.0 76.2 0.5

1.0 0.7 C 0.2 72.4 73.1 34.4 0.5

2 .0 5173.3 T 6461.4 14901.1 22981.4 791.0 418.0

1.0 5173.3 T 1270.0 16627.0 21800.3 791.0 418.0

3 .0 27.9 C 12.5 1063.9 1036.1 106.7 0.7

1.0 1.0 C 0.2 101.4 102.3 48.2 0.7

4 .0 7214.8 T 9058.4 19797.5 31348.4 1000.8 585.9

1.0 7241.7 T 1778.2 23176.4 30418.1 1155.6 585.9

5 .0 6184.1 T 7764.4 16969.3 26870.1 857.8 502.2

1.0 6207.2 T 1524.2 19865.5 26072.7 990.6 502.2

138 1 .0 8.4 C 22.1 884.3 875.9 87.4 1.6

1.0 10.8 T 18.6 394.6 405.4 69.1 1.6

2 .0 2975.5 C 3394.5 7141.8 11808.3 207.3 330.8

1.0 2975.5 C 4813.6 3941.2 6916.7 207.3 330.8

3 .0 11.8 C 30.9 1238.0 1226.3 122.3 2.3

1.0 15.1 T 26.1 552.4 567.5 96.7 2.3

4 .0 4177.5 C 4783.2 11236.6 17517.0 412.5 465.4

1.0 4150.6 C 6765.1 4965.3 9115.9 193.5 465.4

5 .0 3580.7 C 4099.9 9631.4 15014.6 353.6 398.9

1.0 3557.7 C 5798.7 4256.0 7813.6 165.8 398.9

Page 100 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 101: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 101

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

139 1 .0 228.4 C 218.2 771.9 1034.3 72.8 20.8

1.0 209.2 C 166.0 72.8 430.6 37.8 20.8

2 .0 112143.6 T 5324.2 2843.7 119633.1 1140.3 180.2

1.0 112143.6 T 1991.1 42606.9 154750.5 1140.3 180.2

3 .0 319.8 C 305.4 1080.6 1448.1 102.0 29.1

1.0 292.9 C 232.4 101.9 602.9 52.9 29.1

4 .0 156681.3 T 7759.3 2900.6 166649.2 1494.5 281.4

1.0 156708.2 T 2555.1 59751.5 216459.7 1649.4 281.4

5 .0 134298.2 T 6650.8 2486.2 142842.2 1281.0 241.2

1.0 134321.3 T 2190.1 51215.6 185536.8 1413.7 241.2

140 1 .0 5235.6 C 155.8 10.7 5382.8 3.0 37.2

1.0 5216.4 C 6.9 14.8 5235.2 3.0 37.2

2 .0 185676.8 T 7081.7 38428.0 224104.8 5208.5 2003.1

1.0 185676.8 T 945.4 14935.4 200612.2 286.6 2003.1

3 .0 7329.9 C 218.1 15.0 7535.9 4.2 52.0

1.0 7303.0 C 9.6 20.7 7329.3 4.2 52.0

4 .0 252617.6 T 9696.3 53784.2 306401.8 7287.7 2752.3

1.0 252644.5 T 1333.2 20930.2 273574.7 397.1 2752.3

5 .0 216529.4 T 8311.1 46100.8 262630.1 6246.6 2359.1

1.0 216552.4 T 1142.8 17940.2 234492.6 340.4 2359.1

141 1 .0 56.8 C 55.8 1111.6 1054.8 89.9 3.8

1.0 37.6 C 15.1 267.3 305.0 20.7 3.8

2 .0 131730.0 C 10195.8 49309.0 179473.0 2877.9 660.7

1.0 131730.0 C 2023.3 65393.1 197123.1 2877.9 660.7

3 .0 79.6 C 78.1 1556.3 1476.7 125.9 5.4

1.0 52.7 C 21.1 374.3 427.0 29.0 5.4

4 .0 184501.5 C 14352.3 70589.0 252605.0 4154.9 930.3

1.0 184474.6 C 2853.7 91924.6 276399.2 4000.0 930.3

5 .0 158144.1 C 12302.0 60504.8 216518.6 3561.3 797.4

1.0 158121.1 C 2446.1 78792.6 236913.6 3428.6 797.4

Page 101 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 102: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 102

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

142 1 .0 17.5 T 17.4 931.1 948.5 84.4 1.6

1.0 36.7 T 12.7 228.0 223.0 26.2 1.6

2 .0 127022.0 T 841.4 48241.8 164598.0 2636.7 133.2

1.0 127022.0 T 3304.6 56847.4 183869.4 2636.7 133.2

3 .0 24.5 T 24.4 1303.5 1328.0 118.1 2.3

1.0 51.3 T 17.8 319.3 312.3 36.7 2.3

4 .0 177855.3 T 1202.3 66235.1 229493.4 3573.2 184.2

1.0 177882.2 T 4608.6 79267.1 257149.3 3728.1 184.2

5 .0 152447.4 T 1030.5 56772.9 196708.7 3062.7 157.9

1.0 152470.4 T 3950.2 67943.2 220413.7 3195.5 157.9

143 1 .0 5166.3 C 9.4 67.3 5233.6 7.2 8.1

1.0 5147.1 C 23.0 5.7 5165.5 7.2 8.1

2 .0 152084.1 T 548.5 45866.8 197950.9 6064.2 58.7

1.0 152084.1 T 313.3 15057.4 167141.5 1142.4 58.7

3 .0 7232.9 C 13.1 94.2 7327.0 10.1 11.3

1.0 7206.0 C 32.1 8.0 7231.7 10.1 11.3

4 .0 205684.8 T 754.8 64119.3 269804.2 8479.8 70.9

1.0 205711.7 T 470.8 21072.4 226784.2 1589.2 70.9

5 .0 176301.3 T 647.0 54959.4 231260.7 7268.4 60.7

1.0 176324.3 T 403.5 18062.1 194386.4 1362.2 60.7

144 1 .0 3.6 C 12.8 846.1 842.5 80.5 0.9

1.0 15.6 T 4.7 156.4 140.7 30.2 0.9

2 .0 126434.9 C 1160.6 38193.0 156678.2 2197.1 138.7

1.0 126434.9 C 1404.7 49377.1 175812.0 2197.1 138.7

3 .0 5.0 C 18.0 1184.6 1179.5 112.6 1.3

1.0 21.9 T 6.6 218.9 197.0 42.2 1.3

4 .0 177013.9 C 1606.8 54654.7 220238.5 3188.6 192.9

1.0 176987.0 C 1960.0 69346.9 246333.8 3033.7 192.9

5 .0 151726.2 C 1377.3 46846.9 188775.9 2733.1 165.3

1.0 151703.1 C 1680.0 59440.2 211143.2 2600.4 165.3

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Page 103: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 103

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

145 1 .0 19.1 C 4.3 869.0 849.9 81.0 0.5

1.0 0.1 T 5.5 153.2 153.1 29.7 0.5

2 .0 113226.2 T 628.2 37863.4 142686.1 2175.0 71.0

1.0 113226.2 T 1940.4 48825.5 162051.7 2175.0 71.0

3 .0 26.7 C 6.0 1216.6 1189.8 113.3 0.7

1.0 0.2 T 7.7 214.5 214.3 41.5 0.7

4 .0 158489.9 T 873.5 51792.2 198801.4 2931.7 100.1

1.0 158516.8 T 2724.3 68141.2 226658.0 3086.5 100.1

5 .0 135848.5 T 748.7 44393.3 170401.2 2512.9 85.8

1.0 135871.5 T 2335.1 58406.8 194278.3 2645.6 85.8

146 1 .0 5101.3 C 0.8 49.6 5150.9 5.9 6.7

1.0 5082.1 C 26.3 1.1 5109.2 5.9 6.7

2 .0 121915.6 T 204.2 37964.7 159880.3 5800.5 2.4

1.0 121915.6 T 194.4 9410.7 131326.4 878.6 2.4

3 .0 7141.8 C 1.1 69.4 7211.2 8.3 9.4

1.0 7114.9 C 36.8 1.5 7152.9 8.3 9.4

4 .0 163540.0 T 284.7 53081.1 216621.2 8112.3 6.0

1.0 163566.9 T 308.9 13176.5 176743.5 1221.7 6.0

5 .0 140177.2 T 244.1 45498.1 185675.3 6953.4 5.2

1.0 140200.2 T 264.8 11294.2 151494.4 1047.2 5.2

147 1 .0 16.7 C 5.1 884.7 867.9 81.6 0.4

1.0 2.5 T 2.3 164.1 161.7 29.0 0.4

2 .0 113643.6 C 750.0 37033.8 142593.6 2083.6 95.6

1.0 113643.6 C 1018.5 46013.0 159656.6 2083.6 95.6

3 .0 23.4 C 7.1 1238.5 1215.1 114.3 0.6

1.0 3.4 T 3.3 229.8 226.4 40.6 0.6

4 .0 159124.5 C 1042.8 53085.9 200590.5 3031.4 133.3

1.0 159097.6 C 1422.6 64648.1 223745.7 2876.5 133.3

5 .0 136392.4 C 893.8 45502.2 171934.7 2598.3 114.3

1.0 136369.4 C 1219.4 55412.6 191782.0 2465.6 114.3

Page 103 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 104: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 104

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

148 1 .0 13.2 C 2.1 876.7 863.4 81.3 0.3

1.0 6.0 T 3.9 160.8 154.9 29.3 0.3

2 .0 101805.0 T 517.1 35726.3 129526.5 1990.2 37.6

1.0 101805.0 T 1212.0 43596.2 145401.2 1990.2 37.6

3 .0 18.5 C 2.9 1227.4 1208.8 113.9 0.5

1.0 8.3 T 5.4 225.2 216.8 41.0 0.5

4 .0 142508.5 T 721.0 48789.4 180381.0 2672.4 53.1

1.0 142535.4 T 1702.3 60809.5 203344.9 2827.2 53.1

5 .0 122150.1 T 618.0 41819.5 154612.3 2290.6 45.5

1.0 122173.2 T 1459.1 52122.4 174295.6 2423.4 45.5

149 1 .0 5036.3 C 0.4 54.2 5090.5 6.3 6.2

1.0 5017.1 C 25.3 0.7 5041.9 6.3 6.2

2 .0 95091.2 T 154.2 33386.2 128477.4 5731.3 24.7

1.0 95091.2 T 253.1 5423.6 100514.8 809.4 24.7

3 .0 7050.9 C 0.6 75.9 7126.7 8.8 8.7

1.0 7024.0 C 35.4 0.9 7058.6 8.8 8.7

4 .0 126076.8 T 216.5 46664.9 172741.7 8015.1 43.3

1.0 126103.7 T 389.8 7592.1 133695.8 1124.4 43.3

5 .0 108065.9 T 185.5 39998.5 148064.3 6870.0 37.1

1.0 108088.9 T 334.1 6507.5 114596.4 963.8 37.1

150 1 .0 13.6 C 5.9 870.5 856.9 81.1 0.5

1.0 5.6 T 2.5 155.9 150.3 29.6 0.5

2 .0 101878.3 C 234.2 33089.6 127309.1 1835.8 55.7

1.0 101878.3 C 796.4 40081.4 141959.6 1835.8 55.7

3 .0 19.0 C 8.2 1218.7 1199.7 113.5 0.6

1.0 7.9 T 3.5 218.3 210.4 41.4 0.6

4 .0 142648.6 C 319.6 47544.1 179171.5 2683.7 77.4

1.0 142621.7 C 1111.5 56332.2 198953.9 2528.8 77.4

5 .0 122270.2 C 274.0 40752.1 153575.6 2300.3 66.3

1.0 122247.2 C 952.7 48284.7 170531.9 2167.5 66.3

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Page 105: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 105

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

151 1 .0 14.1 C 2.2 866.8 852.6 80.9 0.3

1.0 5.1 T 4.1 151.4 146.4 29.8 0.3

2 .0 89766.2 T 447.8 32019.0 114595.5 1760.1 16.1

1.0 89766.2 T 746.3 38132.5 127898.7 1760.1 16.1

3 .0 19.8 C 3.1 1213.5 1193.7 113.2 0.5

1.0 7.1 T 5.7 212.0 204.9 41.7 0.5

4 .0 125652.9 T 623.8 43613.1 159486.8 2350.9 23.1

1.0 125679.8 T 1050.5 53173.5 178853.3 2505.8 23.1

5 .0 107702.5 T 534.7 37382.7 136703.0 2015.1 19.8

1.0 107725.6 T 900.4 45577.3 153302.8 2147.8 19.8

152 1 .0 4971.3 C 0.0 53.1 5024.3 6.2 6.4

1.0 4952.1 C 25.5 0.3 4977.3 6.2 6.4

2 .0 71603.2 T 180.9 28817.3 100420.5 5624.2 19.4

1.0 71603.2 T 258.5 1770.5 73373.7 702.3 19.4

3 .0 6959.8 C 0.0 74.3 7034.1 8.6 8.9

1.0 6932.9 C 35.6 0.4 6968.2 8.6 8.9

4 .0 93284.7 T 253.3 40269.9 133554.6 7865.2 36.0

1.0 93311.6 T 397.6 2478.3 95789.9 974.6 36.0

5 .0 79958.3 T 217.1 34517.1 114475.4 6741.6 30.9

1.0 79981.4 T 340.8 2124.2 82105.6 835.4 30.9

153 1 .0 14.1 C 5.8 865.1 851.0 80.8 0.4

1.0 5.1 T 2.4 149.4 144.3 29.9 0.4

2 .0 89898.9 C 89.5 29625.7 112547.4 1616.1 26.5

1.0 89898.9 C 580.4 34786.4 124685.4 1616.1 26.5

3 .0 19.7 C 8.1 1211.1 1191.4 113.1 0.6

1.0 7.2 T 3.3 209.1 202.0 41.8 0.6

4 .0 125878.3 C 133.4 42687.0 158516.4 2375.6 36.5

1.0 125851.4 C 809.2 48910.1 174761.5 2220.7 36.5

5 .0 107895.7 C 114.3 36588.9 135871.2 2036.2 31.3

1.0 107872.6 C 693.6 41923.0 149795.6 1903.5 31.3

Page 105 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 106: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 106

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

154 1 .0 14.1 C 2.1 861.0 846.9 80.6 0.3

1.0 5.1 T 3.9 145.4 140.3 30.1 0.3

2 .0 77814.3 T 336.9 28414.2 99787.8 1535.8 5.2

1.0 77814.3 T 433.0 32798.6 110612.9 1535.8 5.2

3 .0 19.7 C 2.9 1205.3 1185.7 112.8 0.5

1.0 7.2 T 5.5 203.6 196.4 42.1 0.5

4 .0 108920.4 T 468.7 38574.6 138762.5 2037.4 7.7

1.0 108947.3 T 611.7 45714.5 154661.8 2192.2 7.7

5 .0 93360.3 T 401.8 33064.0 118939.3 1746.3 6.6

1.0 93383.4 T 524.3 39183.8 132567.2 1879.1 6.6

155 1 .0 4906.1 C 0.1 53.3 4959.5 6.2 6.3

1.0 4886.9 C 25.5 0.3 4912.2 6.2 6.3

2 .0 51473.5 T 201.1 24825.0 76298.4 5518.3 16.4

1.0 51473.5 T 266.8 1316.2 52799.4 596.4 16.4

3 .0 6868.6 C 0.1 74.6 6943.2 8.7 8.9

1.0 6841.7 C 35.7 0.4 6877.1 8.7 8.9

4 .0 65194.2 T 281.7 34680.3 99874.6 7716.9 31.8

1.0 65221.1 T 409.3 1843.1 67113.5 826.3 31.8

5 .0 55880.8 T 241.4 29726.0 85606.8 6614.5 27.3

1.0 55903.8 T 350.8 1579.8 57525.9 708.2 27.3

156 1 .0 13.8 C 6.0 858.3 844.5 80.4 0.5

1.0 5.4 T 2.4 142.8 137.4 30.2 0.5

2 .0 77917.5 C 206.4 25901.2 97846.8 1389.9 9.5

1.0 77917.5 C 381.2 29495.0 107412.4 1389.9 9.5

3 .0 19.3 C 8.5 1201.6 1182.3 112.6 0.6

1.0 7.6 T 3.3 199.9 192.3 42.3 0.6

4 .0 109103.8 C 297.4 37463.3 137928.3 2058.4 12.6

1.0 109076.9 C 530.4 41492.8 150569.7 1903.6 12.6

5 .0 93517.5 C 254.9 32111.4 118224.2 1764.4 10.8

1.0 93494.5 C 454.6 35565.3 129059.8 1631.6 10.8

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Page 107: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 107

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

157 1 .0 14.1 C 2.0 854.3 840.2 80.2 0.3

1.0 5.1 T 3.7 138.8 133.7 30.4 0.3

2 .0 65821.4 T 168.8 24648.5 84759.2 1310.2 9.9

1.0 65821.4 T 351.0 27573.6 93395.0 1310.2 9.9

3 .0 19.7 C 2.8 1196.0 1176.2 112.3 0.4

1.0 7.1 T 5.2 194.3 187.1 42.6 0.4

4 .0 92130.2 T 233.5 33312.0 117729.7 1722.0 14.2

1.0 92157.0 T 496.5 38408.8 130565.8 1876.9 14.2

5 .0 78968.7 T 200.2 28553.1 100911.2 1476.0 12.2

1.0 78991.8 T 425.6 32921.8 111913.6 1608.8 12.2

158 1 .0 4841.0 C 0.1 53.0 4894.0 6.1 6.3

1.0 4821.8 C 25.5 0.6 4846.7 6.1 6.3

2 .0 34702.0 T 241.4 21322.6 56024.6 5409.2 7.4

1.0 34702.0 T 271.0 3885.6 38099.6 487.3 7.4

3 .0 6777.4 C 0.1 74.3 6851.6 8.6 8.9

1.0 6750.5 C 35.6 0.8 6785.4 8.6 8.9

4 .0 41805.4 T 338.0 29777.4 71582.8 7564.2 19.2

1.0 41832.3 T 415.0 5440.6 46625.3 673.6 19.2

5 .0 35833.2 T 289.7 25523.5 61356.7 6483.6 16.5

1.0 35856.3 T 355.7 4663.4 39964.6 577.4 16.5

159 1 .0 13.7 C 6.3 851.7 838.0 80.1 0.5

1.0 5.5 T 2.4 136.2 130.7 30.5 0.5

2 .0 65933.3 C 82.9 22080.3 82829.6 1164.6 6.4

1.0 65933.3 C 201.0 24338.1 90271.4 1164.6 6.4

3 .0 19.2 C 8.8 1192.3 1173.2 112.1 0.7

1.0 7.7 T 3.4 190.7 183.0 42.7 0.7

4 .0 92325.7 C 124.9 32104.8 116897.4 1742.6 8.3

1.0 92298.8 C 278.0 34264.0 126562.9 1587.7 8.3

5 .0 79136.3 C 107.0 27518.4 100197.8 1493.7 7.1

1.0 79113.3 C 238.3 29369.2 108482.5 1360.9 7.1

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Page 108: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 108

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

160 1 .0 14.2 C 1.9 847.6 833.4 79.9 0.3

1.0 5.0 T 3.4 132.1 127.2 30.7 0.3

2 .0 53842.5 T 63.5 20787.5 69735.0 1086.0 31.7

1.0 53842.5 T 523.7 22495.4 76338.0 1086.0 31.7

3 .0 19.9 C 2.7 1186.7 1166.8 111.8 0.4

1.0 6.9 T 4.7 185.0 178.0 43.0 0.4

4 .0 75359.6 T 91.6 27915.8 96708.2 1408.5 44.8

1.0 75386.5 T 737.8 31308.7 106695.2 1563.4 44.8

5 .0 64594.0 T 78.5 23927.8 82892.7 1207.3 38.4

1.0 64617.0 T 632.4 26836.0 91453.0 1340.0 38.4

161 1 .0 4775.7 C 0.4 54.0 4829.7 6.4 6.4

1.0 4756.5 C 26.1 1.1 4783.6 6.4 6.4

2 .0 21281.7 T 302.2 18270.5 39552.2 5277.0 9.1

1.0 21281.7 T 265.7 5807.3 26220.4 355.1 9.1

3 .0 6686.0 C 0.5 75.6 6761.6 9.0 9.0

1.0 6659.2 C 36.6 1.6 6697.1 9.0 9.0

4 .0 23108.3 T 423.7 25503.1 48611.4 7378.7 3.7

1.0 23135.2 T 408.6 8128.7 30084.8 488.1 3.7

5 .0 19807.1 T 363.1 21859.8 41666.9 6324.6 3.2

1.0 19830.2 T 350.3 6967.4 25786.9 418.4 3.2

162 1 .0 13.4 C 6.6 844.9 831.5 79.7 0.5

1.0 5.8 T 2.6 129.1 123.3 30.9 0.5

2 .0 53944.7 C 317.2 18162.7 68092.2 939.9 18.7

1.0 53944.7 C 29.0 19296.7 73241.4 939.9 18.7

3 .0 18.7 C 9.3 1182.8 1164.1 111.6 0.7

1.0 8.2 T 3.6 180.8 172.6 43.2 0.7

4 .0 75541.2 C 434.8 26610.6 96239.2 1427.4 25.5

1.0 75514.4 C 37.0 27196.2 102710.6 1272.6 25.5

5 .0 64749.6 C 372.7 22809.1 82490.7 1223.5 21.9

1.0 64726.6 C 31.8 23311.0 88037.6 1090.8 21.9

Page 108 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 109: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 109

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

163 1 .0 14.0 C 2.0 841.7 827.7 79.6 0.3

1.0 5.2 T 3.3 126.0 120.8 31.0 0.3

2 .0 41896.2 T 387.2 16730.6 55023.2 856.3 76.8

1.0 41896.2 T 1034.0 17398.5 59294.8 856.3 76.8

3 .0 19.6 C 2.8 1178.4 1158.8 111.4 0.4

1.0 7.3 T 4.6 176.4 169.1 43.4 0.4

4 .0 58635.1 T 544.9 22244.4 76118.4 1087.4 108.0

1.0 58662.0 T 1452.2 24181.5 82843.5 1242.3 108.0

5 .0 50258.7 T 467.1 19066.6 65244.4 932.0 92.6

1.0 50281.7 T 1244.8 20727.0 71008.7 1064.8 92.6

164 1 .0 4710.1 C 0.8 48.8 4759.0 4.8 6.4

1.0 4690.9 C 26.3 7.7 4711.1 4.8 6.4

2 .0 11170.1 T 375.8 16051.7 27221.9 5265.4 34.6

1.0 11170.1 T 236.9 7927.6 17786.2 343.6 34.6

3 .0 6594.2 C 1.1 68.3 6662.5 6.7 8.9

1.0 6567.3 C 36.9 10.8 6595.5 6.7 8.9

4 .0 9044.0 T 527.2 22404.1 31448.1 7364.9 39.6

1.0 9070.9 T 368.6 11109.4 18378.9 474.2 39.6

5 .0 7752.0 T 451.9 19203.5 26955.5 6312.7 33.9

1.0 7775.0 T 315.9 9522.3 15753.3 406.5 33.9

165 1 .0 13.6 C 6.5 839.2 825.7 79.5 0.5

1.0 5.6 T 2.7 124.9 119.3 31.1 0.5

2 .0 42134.0 C 1098.7 14077.6 53952.4 716.5 54.5

1.0 42134.0 C 91.1 14479.0 56613.0 716.5 54.5

3 .0 19.0 C 9.2 1174.9 1155.9 111.3 0.7

1.0 7.9 T 3.7 174.9 167.0 43.6 0.7

4 .0 59006.6 C 1529.0 20883.6 76437.8 1114.4 75.6

1.0 58979.7 C 131.3 20445.4 79425.2 959.5 75.6

5 .0 50577.1 C 1310.6 17900.2 65518.1 955.2 64.8

1.0 50554.1 C 112.5 17524.7 68078.7 822.4 64.8

Page 109 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 110: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 110

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

166 1 .0 16.1 C 2.2 832.5 816.4 79.2 0.3

1.0 3.1 T 3.2 118.2 115.1 31.5 0.3

2 .0 29971.6 T 786.1 13076.9 40715.3 658.9 142.0

1.0 29971.6 T 1839.6 13185.5 43157.0 658.9 142.0

3 .0 22.5 C 3.0 1165.5 1143.0 110.8 0.4

1.0 4.4 T 4.5 165.5 161.1 44.0 0.4

4 .0 41937.7 T 1103.5 17142.2 56094.4 811.7 199.2

1.0 41964.6 T 2580.0 18294.2 60258.7 966.5 199.2

5 .0 35946.6 T 945.9 14693.3 48080.9 695.7 170.7

1.0 35969.6 T 2211.4 15680.7 51650.3 828.4 170.7

167 1 .0 4645.9 C 12.6 74.8 4720.7 13.0 2.9

1.0 4626.7 C 0.8 36.5 4656.9 13.0 2.9

2 .0 4357.2 T 488.9 12023.0 16380.2 4433.5 72.0

1.0 4357.2 T 200.3 4842.6 8454.2 488.4 72.0

3 .0 6504.2 C 17.6 104.7 6609.0 18.2 4.1

1.0 6477.4 C 1.2 51.1 6519.6 18.2 4.1

4 .0 404.2 C 666.9 16727.5 16323.3 6188.6 96.7

1.0 377.3 C 279.2 6728.6 7105.9 702.0 96.7

5 .0 346.4 C 571.6 14337.9 13991.4 5304.5 82.9

1.0 323.4 C 239.3 5767.4 6090.8 601.7 82.9

168 1 .0 11.9 C 6.2 826.1 814.2 78.7 0.5

1.0 7.3 T 2.6 105.2 97.9 31.9 0.5

2 .0 29761.5 C 2135.8 10077.0 39570.6 480.4 97.8

1.0 29761.5 C 326.6 9068.4 38830.0 480.4 97.8

3 .0 16.7 C 8.6 1156.5 1139.8 110.1 0.7

1.0 10.2 T 3.7 147.3 137.1 44.7 0.7

4 .0 41682.9 C 2981.5 15264.3 56287.6 782.6 136.3

1.0 41656.0 C 460.9 12843.1 54499.1 627.8 136.3

5 .0 35728.2 C 2555.6 13083.7 48246.5 670.8 116.8

1.0 35705.1 C 395.1 11008.4 46713.5 538.1 116.8

Page 110 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 111: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 111

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

169 1 .0 5.4 C 2.1 837.1 831.7 79.1 0.2

1.0 13.8 T 2.4 112.8 102.0 31.5 0.2

2 .0 18643.7 T 1409.1 6702.7 25156.6 307.4 266.6

1.0 18643.7 T 3521.9 5547.5 24191.2 307.4 266.6

3 .0 7.6 C 3.0 1171.9 1164.3 110.8 0.3

1.0 19.3 T 3.3 157.9 142.8 44.1 0.3

4 .0 26093.5 T 1975.7 8211.8 34322.3 319.5 373.6

1.0 26120.4 T 4934.0 7608.7 33729.1 474.4 373.6

5 .0 22365.9 T 1693.5 7038.7 29419.1 273.9 320.2

1.0 22388.9 T 4229.1 6521.7 28910.6 406.6 320.2

170 1 .0 4584.9 C 166.8 54.5 4795.6 1.1 54.0

1.0 4565.7 C 383.3 45.4 4985.6 1.1 54.0

2 .0 348.9 T 469.9 22754.2 23103.1 6292.4 127.9

1.0 348.9 T 42.4 10005.7 9656.9 1370.5 127.9

3 .0 6418.9 C 233.6 76.3 6713.9 1.5 75.6

1.0 6392.0 C 536.6 63.6 6979.8 1.5 75.6

4 .0 5930.4 C 891.5 31932.2 32517.0 8810.8 103.4

1.0 5903.6 C 477.2 13944.5 19848.0 1920.2 103.4

5 .0 5083.2 C 764.1 27370.5 27871.8 7552.1 88.6

1.0 5060.2 C 409.0 11952.4 17012.6 1645.9 88.6

171 1 .0 15.9 C 13.6 857.9 842.0 81.0 1.6

1.0 3.3 T 16.9 166.7 163.3 29.6 1.6

2 .0 20838.4 C 4356.5 6156.2 29882.6 382.5 238.7

1.0 20838.4 C 58.2 9088.4 29926.8 382.5 238.7

3 .0 22.2 C 19.1 1201.0 1178.8 113.4 2.3

1.0 4.7 T 23.6 233.3 228.7 41.4 2.3

4 .0 29196.0 C 6080.0 9819.7 42753.4 648.9 331.9

1.0 29169.1 C 57.9 12957.1 42126.2 494.0 331.9

5 .0 25025.1 C 5211.4 8416.9 36645.7 556.2 284.5

1.0 25002.1 C 49.6 11106.1 36108.2 423.5 284.5

Page 111 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 112: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 112

MEMBER STRESSES

---------------

ALL UNITS ARE KN /SQ METE

MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z

172 1 .0 29.0 C 12.9 784.2 755.2 77.8 3.2

1.0 9.8 C 46.8 114.0 123.9 32.8 3.2

2 .0 6577.3 T 1573.7 14533.0 19217.4 767.4 306.0

1.0 6577.3 T 4084.9 16053.5 22630.8 767.4 306.0

3 .0 40.7 C 18.1 1097.9 1057.2 109.0 4.5

1.0 13.8 C 65.6 159.6 173.4 45.9 4.5

4 .0 9167.5 T 2221.3 19248.3 26045.8 965.4 432.9

1.0 9194.4 T 5784.4 22315.3 31509.7 1120.3 432.9

5 .0 7857.9 T 1903.9 16498.5 22324.9 827.5 371.0

1.0 7880.9 T 4958.0 19127.4 27008.3 960.2 371.0

************** END OF LATEST ANALYSIS RESULT **************

90. PARAMETER 1

91. CODE BS5950

92. DFF 240 ALL

93. MAIN 1 ALL

94. PY 275000 ALL

95. TRACK 4 ALL

96. CHECK CODE ALL

STAAD.Pro CODE CHECKING - (BSI )

***********************

PROGRAM CODE REVISION V2.13_5950-1_2000

Page 112 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 113: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 113

CLAUSE BS-2.5.1 CHECKS

LENGTH UNITS - METE

MEMBER TABLE RESULT ACTUAL DEFL. DEFL.LEN/ LOAD/

DEFL. LIMIT DFF LOCATION

=======================================================================

1 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

2 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

3 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

4 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

5 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

6 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.19

7 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.25

8 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

9 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

10 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

11 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.17

12 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.12

13 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.08

14 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.29

15 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.25

16 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

17 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.29

Page 113 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 114: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 114

18 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

19 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

20 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

21 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

22 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

23 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

24 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

25 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.15

26 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

27 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

28 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.15

29 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.15

30 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.17

31 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

32 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

33 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

34 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

35 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

36 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.21

37 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.08

38 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.08

39 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.17

40 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

41 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

42 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.47

43 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.19

44 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

45 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.23

Page 114 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 115: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 115

46 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

47 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.23

48 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

49 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

50 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.23

51 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

52 ST UA50X50X5 PASS 0.000 0.002 0.500 4

240.000 0.12

53 ST UA50X50X5 PASS 0.000 0.002 0.500 4

240.000 0.33

54 ST UA50X50X5 PASS 0.000 0.002 0.500 4

240.000 0.33

55 ST UA50X50X5 PASS 0.000 0.002 0.500 4

240.000 0.38

56 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.25

57 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.19

58 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

59 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

60 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.25

61 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

62 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

63 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

64 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.25

65 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

66 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

67 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

68 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

69 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

70 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

71 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

72 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

73 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

Page 115 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 116: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 116

74 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

75 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

76 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

77 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

78 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

79 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

80 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.21

81 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

82 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.08

83 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

84 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.17

85 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

86 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.19

87 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

88 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.17

89 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

90 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.15

91 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

92 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.29

93 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

94 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

95 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.28

96 ST UA100X100X8 PASS 0.000 0.002 0.500 4

240.000 0.33

97 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

98 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

99 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.23

100 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

101 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

Page 116 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 117: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 117

102 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

103 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

104 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.33

105 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

106 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

107 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

108 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

109 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

110 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

111 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

112 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

113 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

114 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

115 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

116 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

117 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

118 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.13

119 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.12

120 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

121 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

122 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.17

123 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.19

124 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

125 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

126 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

127 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

128 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

129 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

Page 117 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 118: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 118

130 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

131 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

132 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

133 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

134 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

135 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.19

136 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

137 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

138 ST UA50X50X5 PASS 0.000 0.003 0.750 4

240.000 0.25

139 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.33

140 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

141 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

142 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

143 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

144 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

145 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

146 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

147 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

148 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

149 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

150 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

151 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

152 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.10

153 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

154 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

155 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.08

156 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

157 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

Page 118 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 119: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 119

158 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.08

159 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

160 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

161 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.06

162 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

163 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

164 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.19

165 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

166 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

167 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.19

168 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

169 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.14

170 ST UA100X100X8 PASS 0.000 0.001 0.250 4

240.000 0.06

171 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.37

172 ST UA50X50X5 PASS 0.000 0.002 0.559 4

240.000 0.42

************** END OF TABULATED RESULT OF DESIGN **************

97. PARAMETER 2

98. CODE BS5950

99. STEEL MEMBER TAKE OFF ALL

Page 119 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 120: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 120

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(KN )

ST UA100X100X8 24.00 2.858

ST UA50X50X5 55.30 2.039

----------------

TOTAL = 4.897

MEMBER PROFILE LENGTH WEIGHT

(METE) (KN )

1 ST UA100X100X8 0.50 0.060

2 ST UA100X100X8 0.25 0.030

3 ST UA100X100X8 0.25 0.030

4 ST UA100X100X8 0.25 0.030

5 ST UA100X100X8 0.25 0.030

6 ST UA50X50X5 0.56 0.021

7 ST UA100X100X8 0.50 0.060

8 ST UA100X100X8 0.50 0.060

9 ST UA100X100X8 0.50 0.060

10 ST UA100X100X8 0.50 0.060

11 ST UA100X100X8 0.50 0.060

12 ST UA100X100X8 0.50 0.060

13 ST UA100X100X8 0.50 0.060

14 ST UA100X100X8 0.50 0.060

15 ST UA100X100X8 0.50 0.060

16 ST UA100X100X8 0.50 0.060

17 ST UA100X100X8 0.50 0.060

18 ST UA50X50X5 0.56 0.021

19 ST UA100X100X8 0.25 0.030

20 ST UA50X50X5 0.56 0.021

21 ST UA50X50X5 0.56 0.021

22 ST UA100X100X8 0.25 0.030

23 ST UA50X50X5 0.56 0.021

24 ST UA50X50X5 0.56 0.021

25 ST UA100X100X8 0.25 0.030

26 ST UA50X50X5 0.56 0.021

27 ST UA50X50X5 0.56 0.021

28 ST UA100X100X8 0.25 0.030

29 ST UA100X100X8 0.25 0.030

30 ST UA100X100X8 0.25 0.030

31 ST UA50X50X5 0.56 0.021

32 ST UA50X50X5 0.56 0.021

33 ST UA50X50X5 0.56 0.021

34 ST UA50X50X5 0.56 0.021

35 ST UA50X50X5 0.56 0.021

36 ST UA100X100X8 0.25 0.030

37 ST UA100X100X8 0.25 0.030

38 ST UA100X100X8 0.25 0.030

39 ST UA100X100X8 0.25 0.030

Page 120 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 121: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 121

40 ST UA50X50X5 0.56 0.021

41 ST UA50X50X5 0.56 0.021

42 ST UA50X50X5 0.56 0.021

43 ST UA50X50X5 0.56 0.021

44 ST UA50X50X5 0.56 0.021

45 ST UA50X50X5 0.56 0.021

46 ST UA50X50X5 0.56 0.021

47 ST UA50X50X5 0.56 0.021

48 ST UA50X50X5 0.56 0.021

49 ST UA100X100X8 0.25 0.030

50 ST UA50X50X5 0.56 0.021

51 ST UA50X50X5 0.56 0.021

52 ST UA50X50X5 0.50 0.018

53 ST UA50X50X5 0.50 0.018

54 ST UA50X50X5 0.50 0.018

55 ST UA50X50X5 0.50 0.018

56 ST UA100X100X8 0.50 0.060

57 ST UA50X50X5 0.56 0.021

58 ST UA100X100X8 0.25 0.030

59 ST UA50X50X5 0.56 0.021

60 ST UA100X100X8 0.50 0.060

61 ST UA50X50X5 0.56 0.021

62 ST UA100X100X8 0.25 0.030

63 ST UA50X50X5 0.56 0.021

64 ST UA100X100X8 0.50 0.060

65 ST UA50X50X5 0.56 0.021

66 ST UA100X100X8 0.25 0.030

67 ST UA50X50X5 0.56 0.021

68 ST UA100X100X8 0.50 0.060

69 ST UA50X50X5 0.56 0.021

70 ST UA100X100X8 0.25 0.030

71 ST UA50X50X5 0.56 0.021

72 ST UA100X100X8 0.50 0.060

73 ST UA50X50X5 0.56 0.021

74 ST UA100X100X8 0.25 0.030

75 ST UA50X50X5 0.56 0.021

76 ST UA100X100X8 0.50 0.060

77 ST UA50X50X5 0.56 0.021

78 ST UA100X100X8 0.25 0.030

79 ST UA50X50X5 0.56 0.021

80 ST UA100X100X8 0.50 0.060

81 ST UA50X50X5 0.56 0.021

82 ST UA100X100X8 0.25 0.030

83 ST UA50X50X5 0.56 0.021

84 ST UA100X100X8 0.50 0.060

85 ST UA50X50X5 0.56 0.021

86 ST UA100X100X8 0.25 0.030

87 ST UA50X50X5 0.56 0.021

88 ST UA100X100X8 0.50 0.060

89 ST UA50X50X5 0.56 0.021

90 ST UA100X100X8 0.25 0.030

91 ST UA50X50X5 0.56 0.021

92 ST UA100X100X8 0.50 0.060

93 ST UA50X50X5 0.56 0.021

94 ST UA100X100X8 0.25 0.030

95 ST UA50X50X5 0.56 0.021

Page 121 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 122: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 122

96 ST UA100X100X8 0.50 0.060

97 ST UA50X50X5 0.56 0.021

98 ST UA100X100X8 0.25 0.030

99 ST UA50X50X5 0.56 0.021

100 ST UA100X100X8 0.25 0.030

101 ST UA50X50X5 0.56 0.021

102 ST UA50X50X5 0.56 0.021

103 ST UA100X100X8 0.25 0.030

104 ST UA50X50X5 0.56 0.021

105 ST UA50X50X5 0.56 0.021

106 ST UA100X100X8 0.25 0.030

107 ST UA50X50X5 0.56 0.021

108 ST UA50X50X5 0.56 0.021

109 ST UA100X100X8 0.25 0.030

110 ST UA100X100X8 0.25 0.030

111 ST UA100X100X8 0.25 0.030

112 ST UA50X50X5 0.56 0.021

113 ST UA50X50X5 0.56 0.021

114 ST UA50X50X5 0.56 0.021

115 ST UA50X50X5 0.56 0.021

116 ST UA50X50X5 0.56 0.021

117 ST UA50X50X5 0.56 0.021

118 ST UA100X100X8 0.25 0.030

119 ST UA100X100X8 0.25 0.030

120 ST UA100X100X8 0.25 0.030

121 ST UA100X100X8 0.25 0.030

122 ST UA100X100X8 0.25 0.030

123 ST UA100X100X8 0.25 0.030

124 ST UA100X100X8 0.25 0.030

125 ST UA50X50X5 0.56 0.021

126 ST UA50X50X5 0.56 0.021

127 ST UA50X50X5 0.56 0.021

128 ST UA50X50X5 0.56 0.021

129 ST UA50X50X5 0.56 0.021

130 ST UA50X50X5 0.56 0.021

131 ST UA50X50X5 0.56 0.021

132 ST UA50X50X5 0.56 0.021

133 ST UA50X50X5 0.56 0.021

134 ST UA50X50X5 0.56 0.021

135 ST UA50X50X5 0.56 0.021

136 ST UA50X50X5 0.56 0.021

137 ST UA50X50X5 0.56 0.021

138 ST UA50X50X5 0.75 0.028

139 ST UA50X50X5 0.56 0.021

140 ST UA100X100X8 0.25 0.030

141 ST UA50X50X5 0.56 0.021

142 ST UA50X50X5 0.56 0.021

143 ST UA100X100X8 0.25 0.030

144 ST UA50X50X5 0.56 0.021

145 ST UA50X50X5 0.56 0.021

146 ST UA100X100X8 0.25 0.030

147 ST UA50X50X5 0.56 0.021

148 ST UA50X50X5 0.56 0.021

149 ST UA100X100X8 0.25 0.030

150 ST UA50X50X5 0.56 0.021

151 ST UA50X50X5 0.56 0.021

Page 122 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 123: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 123

152 ST UA100X100X8 0.25 0.030

153 ST UA50X50X5 0.56 0.021

154 ST UA50X50X5 0.56 0.021

155 ST UA100X100X8 0.25 0.030

156 ST UA50X50X5 0.56 0.021

157 ST UA50X50X5 0.56 0.021

158 ST UA100X100X8 0.25 0.030

159 ST UA50X50X5 0.56 0.021

160 ST UA50X50X5 0.56 0.021

161 ST UA100X100X8 0.25 0.030

162 ST UA50X50X5 0.56 0.021

163 ST UA50X50X5 0.56 0.021

164 ST UA100X100X8 0.25 0.030

165 ST UA50X50X5 0.56 0.021

166 ST UA50X50X5 0.56 0.021

167 ST UA100X100X8 0.25 0.030

168 ST UA50X50X5 0.56 0.021

169 ST UA50X50X5 0.56 0.021

170 ST UA100X100X8 0.25 0.030

171 ST UA50X50X5 0.56 0.021

172 ST UA50X50X5 0.56 0.021

----------------

TOTAL = 4.897

************ END OF DATA FROM INTERNAL STORAGE ************

100. PARAMETER 3

101. CODE BS5950

102. STEEL TAKE OFF ALL

Page 123 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 124: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 124

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(KN )

ST UA100X100X8 24.00 2.858

ST UA50X50X5 55.30 2.039

----------------

TOTAL = 4.897

************ END OF DATA FROM INTERNAL STORAGE ************

103. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= OCT 6,2015 TIME= 12:33:17 ****

Page 124 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl

Page 125: Output

Tuesday, October 06, 2015, 01:04 PM

STAAD SPACE -- PAGE NO. 125

************************************************************

* For technical assistance on STAAD.Pro, please visit *

* http://selectservices.bentley.com/en-US/ *

* *

* Details about additional assistance from *

* Bentley and Partners can be found at program menu *

* Help->Technical Support *

* *

* Copyright (c) 1997-2015 Bentley Systems, Inc.

* http://www.bentley.com *

************************************************************

Page 125 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl