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* *

* STAAD.Pro V8i SELECTseries6 *

* Version 20.07.11.90 *

* Proprietary Program of *

* Bentley Systems, Inc. *

* Date= JUN 10, 2022 *

* Time= 14:56:53 *

* *

* USER ID: *

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1. STAAD SPACE

INPUT FILE: C:\Users\63927\Downloads\Group-6_BSCE-4-1-v3 (1).STD

2. START JOB INFORMATION

3. JOB NAME DESIGN OF 4-STOREY RESIDENTIAL BUILDING

4. JOB CLIENT DJB

5. JOB NO 112-8101965

6. ENGINEER DATE 6/9/2022

7. END JOB INFORMATION

8. INPUT WIDTH 79

9. UNIT METER KN

10. JOINT COORDINATES

11. 1 0 0 0; 2 2.95001 0 0; 3 4.70001 0 0; 4 8.00002 0 0; 5 0 3.65001 0

12. 6 2.95001 3.65001 0; 7 4.70001 3.65001 0; 8 8.00002 3.65001 0; 9 0 6.65001 0

14. 13 0 9.65002 0; 14 2.95001 9.65002 0; 15 4.70001 9.65002 0

15. 16 8.00002 9.65002 0; 17 0 12.65 0; 18 2.95001 12.65 0; 19 4.70001 12.65 0

16. 20 8.00002 12.65 0; 21 0 0 1.5; 22 2.95001 0 1.5; 23 4.70001 0 1.5

17. 24 8.00002 0 1.5; 25 0 3.65001 1.5; 26 2.95001 3.65001 1.5

18. 27 4.70001 3.65001 1.5; 28 8.00002 3.65001 1.5; 29 0 6.65001 1.5

19. 30 2.95001 6.65001 1.5; 31 4.70001 6.65001 1.5; 32 8.00002 6.65001 1.5

20. 33 0 9.65002 1.5; 34 2.95001 9.65002 1.5; 35 4.70001 9.65002 1.5

21. 36 8.00002 9.65002 1.5; 37 0 12.65 1.5; 38 2.95001 12.65 1.5

22. 39 4.70001 12.65 1.5; 40 8.00002 12.65 1.5; 41 0 0 6.30001

23. 42 2.95001 0 6.30001; 43 4.70001 0 6.30001; 44 8.00002 0 6.30001

24. 45 0 3.65001 6.30001; 46 2.95001 3.65001 6.30001; 47 4.70001 3.65001 6.30001

25. 48 8.00002 3.65001 6.30001; 49 0 6.65001 6.30001; 50 2.95001 6.65001 6.30001

26. 51 4.70001 6.65001 6.30001; 52 8.00002 6.65001 6.30001; 53 0 9.65002 6.30001

27. 54 2.95001 9.65002 6.30001; 55 4.70001 9.65002 6.30001

28. 56 8.00002 9.65002 6.30001; 57 0 12.65 6.30001; 58 2.95001 12.65 6.30001

29. 59 4.70001 12.65 6.30001; 60 8.00002 12.65 6.30001; 61 0 0 8.10002

30. 62 2.95001 0 8.10002; 63 4.70001 0 8.10002; 64 8.00002 0 8.10002

31. 65 0 3.65001 8.10002; 66 2.95001 3.65001 8.10002; 67 4.70001 3.65001 8.10002

32. 68 8.00002 3.65001 8.10002; 69 0 6.65001 8.10002; 70 2.95001 6.65001 8.10002

33. 71 4.70001 6.65001 8.10002; 72 8.00002 6.65001 8.10002; 73 0 9.65002 8.10002

34. 74 2.95001 9.65002 8.10002; 75 4.70001 9.65002 8.10002

35. 76 8.00002 9.65002 8.10002; 77 0 12.65 8.10002; 78 2.95001 12.65 8.10002

36. 79 4.70001 12.65 8.10002; 80 8.00002 12.65 8.10002; 81 0 0 12.6

37. 82 2.95001 0 12.6; 83 4.70001 0 12.6; 84 8.00002 0 12.6; 85 0 3.65001 12.6

38. 86 2.95001 3.65001 12.6; 87 4.70001 3.65001 12.6; 88 8.00002 3.65001 12.6

STAAD SPACE -- PAGE NO. 2

39. 89 0 6.65001 12.6; 90 2.95001 6.65001 12.6; 91 4.70001 6.65001 12.6

41. 95 4.70001 9.65002 12.6; 96 8.00002 9.65002 12.6; 97 0 12.65 12.6

42. 98 2.95001 12.65 12.6; 99 4.70001 12.65 12.6; 100 8.00002 12.65 12.6

43. 101 0 0 16; 104 8.00002 0 16; 105 0 3.65001 16; 108 8.00002 3.65001 16

44. 109 0 6.65001 16; 112 8.00002 6.65001 16; 113 0 9.65002 16

45. 116 8.00002 9.65002 16; 117 0 12.65 16; 120 8.00002 12.65 16

46. MEMBER INCIDENCES

47. 1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16

48. 10 17 18; 11 18 19; 12 19 20; 13 1 5; 14 2 6; 15 3 7; 16 4 8; 17 5 9; 18 6 10

49. 19 7 11; 20 8 12; 21 9 13; 22 10 14; 23 11 15; 24 12 16; 25 13 17; 26 14 18

50. 27 15 19; 28 16 20; 29 25 26; 30 26 27; 31 27 28; 32 29 30; 33 30 31; 34 31 32

51. 35 33 34; 36 34 35; 37 35 36; 38 37 38; 39 38 39; 40 39 40; 41 21 25; 42 22 26

52. 43 23 27; 44 24 28; 45 25 29; 46 26 30; 47 27 31; 48 28 32; 49 29 33; 50 30 34

53. 51 31 35; 52 32 36; 53 33 37; 54 34 38; 55 35 39; 56 36 40; 57 45 46; 58 46 47

54. 59 47 48; 60 49 50; 61 50 51; 62 51 52; 63 53 54; 64 54 55; 65 55 56; 66 57 58

55. 67 58 59; 68 59 60; 69 41 45; 70 42 46; 71 43 47; 72 44 48; 73 45 49; 74 46 50

56. 75 47 51; 76 48 52; 77 49 53; 78 50 54; 79 51 55; 80 52 56; 81 53 57; 82 54 58

57. 83 55 59; 84 56 60; 85 65 66; 86 66 67; 87 67 68; 88 69 70; 89 70 71; 90 71 72

58. 91 73 74; 92 74 75; 93 75 76; 94 77 78; 95 78 79; 96 79 80; 97 61 65; 98 62 66

59. 99 63 67; 100 64 68; 101 65 69; 102 66 70; 103 67 71; 104 68 72; 105 69 73

60. 106 70 74; 107 71 75; 108 72 76; 109 73 77; 110 74 78; 111 75 79; 112 76 80

61. 113 85 86; 114 86 87; 115 87 88; 116 89 90; 117 90 91; 118 91 92; 119 93 94

62. 120 94 95; 121 95 96; 122 97 98; 123 98 99; 124 99 100; 125 81 85; 126 82 86

63. 127 83 87; 128 84 88; 129 85 89; 130 86 90; 131 87 91; 132 88 92; 133 89 93

64. 134 90 94; 135 91 95; 136 92 96; 137 93 97; 138 94 98; 139 95 99; 140 96 100

65. 153 101 105; 156 104 108; 157 105 109; 160 108 112; 161 109 113; 164 112 116

66. 165 113 117; 168 116 120; 169 5 25; 170 6 26; 171 7 27; 172 8 28; 173 9 29

67. 174 10 30; 175 11 31; 176 12 32; 177 13 33; 178 14 34; 179 15 35; 180 16 36

68. 181 17 37; 182 18 38; 183 19 39; 184 20 40; 185 25 45; 186 26 46; 187 27 47
69. 188 28 48; 189 29 49; 190 30 50; 191 31 51; 192 32 52; 193 33 53; 194 34 54

70. 195 35 55; 196 36 56; 197 37 57; 198 38 58; 199 39 59; 200 40 60; 201 45 65

71. 202 46 66; 203 47 67; 204 48 68; 205 49 69; 206 50 70; 207 51 71; 208 52 72

72. 209 53 73; 210 54 74; 211 55 75; 212 56 76; 213 57 77; 214 58 78; 215 59 79

73. 216 60 80; 217 65 85; 218 66 86; 219 67 87; 220 68 88; 221 69 89; 222 70 90

74. 223 71 91; 224 72 92; 225 73 93; 226 74 94; 227 75 95; 228 76 96; 229 77 97

75. 230 78 98; 231 79 99; 232 80 100; 233 85 105; 236 88 108; 237 89 109

76. 240 92 112; 241 93 113; 244 96 116; 245 97 117; 248 100 120

77. ELEMENT INCIDENCES SHELL

78. 249 5 8 88 85; 250 9 12 92 89; 251 13 16 96 93; 252 17 20 100 97

79. ELEMENT PROPERTY

80. 249 TO 252 THICKNESS 0.15

81. DEFINE MATERIAL START

82. ISOTROPIC CONCRETE

83. E 2.17184E+007

84. POISSON 0.17

85. DENSITY 23.5615

86. ALPHA 5.5E-006

87. DAMP 0.05

88. TYPE CONCRETE

89. STRENGTH FCU 27578.9

90. ISOTROPIC CONCRETE_21MPA

91. E 2.1538E+007

92. POISSON 0.17

93. DENSITY 24

94. ALPHA 5.5E-006

STAAD SPACE -- PAGE NO. 3

95. DAMP 0.05

97. TYPE CONCRETE

98. STRENGTH FCU 21000

99. END DEFINE MATERIAL

100. MEMBER PROPERTY AMERICAN

101. 13 TO 28 41 TO 56 69 TO 84 97 TO 112 125 TO 140 153 156 157 160 161 164 165 -

102. 168 PRIS YD 0.4 ZD 0.4

103. 1 TO 12 29 TO 40 57 TO 68 85 TO 96 113 TO 124 169 TO 233 236 237 240 241 244 -

104. 245 248 PRIS YD 0.4 ZD 0.25

105. CONSTANTS

106. MATERIAL CONCRETE_21MPA ALL

107. SUPPORTS

108. 1 TO 4 21 TO 24 41 TO 44 61 TO 64 81 TO 84 101 104 FIXED

109. MEMBER CRACKED

110. 13 TO 28 41 TO 56 69 TO 84 97 TO 112 125 TO 140 153 156 157 160 161 164 165 -

111. 168 REDUCTION RIY 0.700000 RIZ 0.700000

112. 1 TO 12 29 TO 40 57 TO 68 85 TO 96 113 TO 124 169 TO 233 236 237 240 241 244 -

113. 245 248 REDUCTION RIY 0.350000 RIZ 0.350000

114. DEFINE UBC LOAD

115. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1

116. DEFINE REFERENCE LOADS

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

**** DATE= JUN 10,2022 TIME= 14:56:54 ****

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* 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) 1997-2016 Bentley Systems, Inc. *

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