Project 1
Aim: To Design raft foundation of a box bridge having dimensions “12” m span and “5.5” m height. (considering 1 m width) in staad pro.
1)Calculate the loads to be applied on the box as per IRC 6
2) Live load analysis and effective width calculation for 70 r and class A to be done.
3) Make Load combinations as per IRC 6 for ULS,SLS rare and quasi.
4) Do checks for ULS,SLS rare and quasi and present a hand calculation.
5) Also calculate the anchorage length of the bars and minimise the bars wherever you can.
6) Draw rebars to the scale and therefore calculate the kg/cumec of the base slab.
Introduction: The soil beneath the bridge has a safe bearing capacity of 80 kn/m2 and a soil density of 18 kn/m3.
Given : Fill on top 1.5 meters including wearing coat.
Size also to be fixed as per design. (optimise the size)
Use haunch (200*200 mm )
M35 concrete and Fe500 steel.
Procedure :
1)Calculate the loads to be applied on the box as per IRC 6
2) Live load analysis and effective width calculation for 70 r and class A to be done.
3) Make Load combinations as per IRC 6 for ULS,SLS rare and quasi.
ULS COMBINATION
LOAD 1 SELF WEIGHT
LOAD 2 SIDL
LOAD 4 ACTIVE EARTH PRESSURE ( BOTH SIDE ) DRY CONDITION
LOAD 5 LL SURCHARGE ON LEFT SIDE
LOAD 6 LL SURCHARGE ON RIGHT SIDE
LOAD 7 LL SURCHARGE ON BOTH SIDE
LOAD 8 BRAKING LOAD ON LEFT SIDE
LOAD 9 BRAKING LOAD ON RIGHT SIDE
LOAD 10 TEMPERATURE LOAD (UNIFORM RISE)
LOAD 11 TEMPERATURE LOAD (UNIFORM FALL)
LOAD 12 TEMPERATURE LOAD (GRADIENT RISE)
LOAD 13 TEMPERATURE GRADIENT (GRADIENT FALL )
LOAD COMBINATION 101
1 1.35 2 1.75 4 1.5
LOAD COMBINATION 102
1 1.35 2 1.75 4 1.5 5 1.2
LOAD COMBINATION 103
1 1.35 2 1.75 4 1.5 6 1.2
LOAD COMBINATION 104
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5
LOAD COMBINATION 105
1 1.35 2 1.75 4 1.5 7 1.2
LOAD COMBINATION 106
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5
LOAD COMBINATION 111
1 1.35 2 1.75 4 1.5 5 1.2 10 0.0
LOAD COMBINATION 112
1 1.35 2 1.75 4 1.5 5 1.2 11 0.0
LOAD COMBINATION 113
1 1.35 2 1.75 4 1.5 5 1.2 12 0.0
LOAD COMBINATION 114
1 1.35 2 1.75 4 1.5 5 1.2 13 0.0
LOAD COMBINATION 115
1 1.35 2 1.75 4 1.5 5 1.2 10 0.0 12 0.0
LOAD COMBINATION 116
1 1.35 2 1.75 4 1.5 5 1.2 11 0.0 13 0.0
LOAD COMBINATION 117
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 10 0.0
LOAD COMBINATION 118
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 11 0.0
LOAD COMBINATION 119
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 12 0.0
LOAD COMBINATION 120
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 13 0.0
LOAD COMBINATION 121
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 10 0.0 12 0.0
LOAD COMBINATION 122
1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 11 0.0 13 0.0
LOAD COMBINATION 123
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 10 0.0
LOAD COMBINATION 124
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 11 0.0
LOAD COMBINATION 125
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 12 0.0
LOAD COMBINATION 126
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 13 0.0
LOAD COMBINATION 127
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 10 0.0 12 0.0
LOAD COMBINATION 128
1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 11 0.0 13 0.0
LOAD COMBINATION 129
1 1.35 2 1.75 4 1.5 10 0.0
LOAD COMBINATION 130
1 1.35 2 1.75 4 1.5 11 0.0
LOAD COMBINATION 131
1 1.35 2 1.75 4 1.5 12 0.0
LOAD COMBINATION 132
1 1.35 2 1.75 4 1.5 13 0.0
LOAD COMBINATION 133
1 1.35 2 1.75 4 1.5 10 0.0 12 0.0
LOAD COMBINATION 134
1 1.35 2 1.75 4 1.5 11 0.0 13 0.0
SLS RARE COMBINATION
**********Normal Case*************
LOAD COMB 101
1 1 2 1 4 1
LOAD COMB 102
1 1 2 1 4 1 5 0.8
LOAD COMB 103
1 1 2 1 4 1 6 0.8
LOAD COMB 104
1 1 2 1 4 1 6 0.8 8 1
LOAD COMB 105
1 1 2 1 4 1 7 0.8
LOAD COMB 106
1 1 2 1 4 1 7 0.8 9 1
*******Normal Case + Temperature load (accompanying)*************
LOAD COMB 111
1 1 2 1 4 1 5 0.8 10 0.6
LOAD COMB 112
1 1 2 1 4 1 5 0.8 11 0.6
LOAD COMB 113
1 1 2 1 4 1 5 0.8 12 0.6
LOAD COMB 114
1 1 2 1 4 1 5 0.8 13 0.6
LOAD COMB 115
1 1 2 1 4 1 5 0.8 10 0.6 12 0.6
LOAD COMB 116
1 1 2 1 4 1 5 0.8 11 0.6 13 0.6
LOAD COMB 117
1 1 2 1 4 1 6 0.8 8 1 10 0.6
LOAD COMB 118
1 1 2 1 4 1 6 0.8 8 1 11 0.6
LOAD COMB 119
1 1 2 1 4 1 6 0.8 8 1 12 0.6
LOAD COMB 120
1 1 2 1 4 1 6 0.8 8 1 13 0.6
LOAD COMB 121
1 1 2 1 4 1 6 0.8 8 1 10 0.6 12 0.6
LOAD COMB 122
1 1 2 1 4 1 6 0.8 8 1 11 0.6 13 0.6
LOAD COMB 123
1 1 2 1 4 1 7 0.8 9 1 10 0.6
LOAD COMB 124
1 1 2 1 4 1 7 0.8 9 1 11 0.6
LOAD COMB 125
1 1 2 1 4 1 7 0.8 9 1 12 0.6
LOAD COMB 126
1 1 2 1 4 1 7 0.8 9 1 13 0.6
LOAD COMB 127
1 1 2 1 4 1 7 0.8 9 1 10 0.6 12 0.6
LOAD COMB 128
1 1 2 1 4 1 7 0.8 9 1 11 0.6 13 0.6
LOAD COMB 129
1 1 2 1 4 1 10 0.6
LOAD COMB 130
1 1 2 1 4 1 11 0.6
LOAD COMB 131
1 1 2 1 4 1 12 0.6
LOAD COMB 132
1 1 2 1 4 1 13 0.6
LOAD COMB 133
1 1 2 1 4 1 10 0.6 12 0.6
LOAD COMB 134
1 1 2 1 4 1 11 0.6 13 0.6
*******Normal Case + Temperature load (leading)*************
LOAD COMB 141
1 1 2 1 4 1 5 0.8 10 1
LOAD COMB 142
1 1 2 1 4 1 5 0.8 11 1
LOAD COMB 143
1 1 2 1 4 1 5 0.8 12 1
LOAD COMB 144
1 1 2 1 4 1 5 0.8 13 1
LOAD COMB 145
1 1 2 1 4 1 5 0.8 10 1 12 1
LOAD COMB 146
1 1 2 1 4 1 5 0.8 11 1 13 1
LOAD COMB 147
1 1 2 1 4 1 6 0.8 8 0.75 10 1
LOAD COMB 148
1 1 2 1 4 1 6 0.8 8 0.75 11 1
LOAD COMB 149
1 1 2 1 4 1 6 0.8 8 0.75 12 1
LOAD COMB 150
1 1 2 1 4 1 6 0.8 8 0.75 13 1
LOAD COMB 151
1 1 2 1 4 1 6 0.8 8 0.75 10 1 12 1
LOAD COMB 152
1 1 2 1 4 1 6 0.8 8 0.75 11 1 13 1
LOAD COMB 153
1 1 2 1 4 1 7 0.8 9 0.75 10 1
LOAD COMB 154
1 1 2 1 4 1 7 0.8 9 0.75 11 1
LOAD COMB 155
1 1 2 1 4 1 7 0.8 9 0.75 12 1
LOAD COMB 156
1 1 2 1 4 1 7 0.8 9 0.75 13 1
LOAD COMB 157
1 1 2 1 4 1 7 0.8 9 0.75 10 1 12 1
LOAD COMB 158
1 1 2 1 4 1 7 0.8 9 0.75 11 1 13 1
LOAD COMB 159
1 1 2 1 4 1 10 1
LOAD COMB 160
1 1 2 1 4 1 11 1
LOAD COMB 161
1 1 2 1 4 1 12 1
LOAD COMB 162
1 1 2 1 4 1 13 1
LOAD COMB 163
1 1 2 1 4 1 10 1 12 1
LOAD COMB 164
1 1 2 1 4 1 11 1 13 1
SLS QUASI COMBINATION
**********Normal Case*************
LOAD COMB 101
1 1 2 1 4 1
LOAD COMB 102
1 1 2 1 4 1
LOAD COMB 103
1 1 2 1 4 1
LOAD COMB 104
1 1 2 1 4 1
LOAD COMB 105
1 1 2 1 4 1
LOAD COMB 106
1 1 2 1 4 1
*******Normal Case + Temperature load (accompanying)*************
LOAD COMB 111
1 1 2 1 4 1 10 0.5
LOAD COMB 112
1 1 2 1 4 1 11 0.5
LOAD COMB 113
1 1 2 1 4 1 12 0.5
LOAD COMB 114
1 1 2 1 4 1 13 0.5
4) Do checks for ULS,SLS rare and quasi and present a hand calculation.
Ans. Summary of ULS, SLS rare and quasi forces from Staad
Calculation for summary
5) Also calculate the anchorage length of the bars and minimise the bars wherever you can.
Anchorage Length Calculation:
Basic Anchorage Length = (K x Ø) mm
Where, Ø = Reinforcement bar diameter(mm)
As per IRC 112-2011, K values for Favorable Bond type:
| Concrete Grade→ Re-Bar Grade↓ |
M20 | M25 | M30 | M35 | M40 | M45 | M50 | M55 | ≥ M60 (mm) |
| Plain Bars(Fe250) | 52 | 47 | 43 | 40 | 37 | 36 | 35 | 33 | 31 |
| HYSD Bars(Fe415 & Fe415D) | 45 | 39 | 33 | 30 | 28 | 27 | 24 | 23 | 21 |
| HYSD Bars(Fe500 & Fe500D) | 54 | 47 | 40 | 36 | 34 | 32 | 29 | 27 | 25 |
| HYSD Bars(Fe550 & Fe550D) | 60 | 52 | 44 | 40 | 37 | 35 | 32 | 30 | 28 |
| HYSD Bars(Fe600) | 65 | 57 | 48 | 43 | 41 | 38 | 35 | 33 | 30 |
| K | = | 36 | ||||||||
| Face | Bar Mark | Diameter | Anchorage length mm | Spacing | Bar Mark | Diameter | Anchorage length mm | Spacing | Ast provd. (mm2/m) | |
| Top slab | Top | ts1 | 32 | 1152 | 200 | ts7 | 0 | 0 | 200 | 4021.24 |
| Bottom | ts3 | 20 | 720 | 200 | ts6 | 16 | 576 | 200 | 2576.11 | |
| Top | w1 | 25 | 900 | 200 | ts1 | 32 | 1152 | 200 | 6475.61 | |
| Bottom | ts3 | 20 | 720 | 200 | _ | 0 | 0 | 200 | 1570.80 | |
| Vertical wall | Outside | w1 | 25 | 900 | 200 | ts1 | 32 | 1152 | 200 | 6475.61 |
| Inside | w2 | 20 | 720 | 200 | w5 | 0 | 0 | 200 | 1570.80 | |
| Outside | w1 | 25 | 900 | 200 | _ | 0 | 0 | 200 | 2454.37 | |
| Inside | w2 | 20 | 720 | 200 | w5 | 0 | 0 | 200 | 1570.80 | |
| Outside | w1 | 25 | 900 | 200 | bs3 | 20 | 720 | 200 | 4025.17 | |
| Inside | w2 | 20 | 720 | 200 | - | 0 | 0 | 200 | 1570.80 | |
| Bottom slab | Top | bs1 | 20 | 720 | 200 | _ | 0 | 0 | 200 | 1570.80 |
| Bottom | w1 | 32 | 1152 | 200 | bs3 | 0 | 0 | 200 | 4021.24 | |
| Top | bs1 | 20 | 720 | 200 | bs5 | 20 | 720 | 200 | 3141.59 | |
| Bottom | bs3 | 20 | 720 | 200 | bs6 | 0 | 0 | 200 | 1570.80 |
6) Draw rebars to the scale and therefore calculate the kg/cumec of the base slab.
Approximate valuation is as follows:
Results:
Bending Moment Diagram from Staad
MAX ULS WITHOUT LL
SHEAR FORCE DIAGRAM FROM STAAD
MAX ULS WITHOUT LL
BENDING MOMENT DIAGRAM WITH LL ULS
BENDING MOMENT DIAGRAM SLS WITHOUT LL AND TEMPERATURE
BENDING MOMENT DIAGRAM SLS WITH TEMPERATURE ACCOMPANYING
BENDING MOMENT DIAGRAM SLS WITH TEMPERATURE LEADING
REPORT:
STAAD GEOMETRY
C/C OF WALL
STAAD PROPERTY
YD =WALL THK/2+ HAUNCH
YD =WALL THK/2+ HAUNCH
YD =WALL THK/2+ HAUNCH/2
YD =WALL THK/2+ HAUNCH/2
SUPPORT IN STAAD
KFY = C/C OF NODES * SPRING CONSTANT
| SPRING CONSTANT KN/m3 | C/C NODE m | KFY kn/m |
| 1066.67 | 0.225 | 240 |
| 1066.67 | 0.325 | 346.6667 |
| 1066.67 | 1.0665 | 1137.6 |
| 1066.67 | 1.933 | 2061.867 |
LOAD APPLICATION IN STAAD
NORMAL CASE
LL CASE
Staad OUTPUT ULS WITHOUT LL
1. STAAD SPACE
INPUT FILE: C:\Users\Muthulakshmi\Documents\Challenges\Project 1\STAAD\PROJECT 1 - Raft ULS.STD
2. START JOB INFORMATION
3. ENGINEER DATE 13-AUG-22
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 6.37501 0; 3 12.9 0 0; 4 12.9 6.37501 0; 5 6.45001 6.37501 0
9. 6 0.45 6.37501 0; 7 0.45 0 0; 8 0 0.45 0; 9 12.9 0.45 0; 10 0 0.65 0
10. 11 12.9 0.65 0; 12 0.65 6.37501 0; 13 0.65 0 0; 14 12.45 6.37501 0
11. 15 12.25 6.37501 0; 16 12.45 0 0; 17 12.25 0 0; 18 0 5.95001 0; 19 0 5.75001 0
12. 20 12.9 5.95001 0; 21 12.9 5.75001 0; 22 2.58333 0 0; 23 4.51667 0 0
13. 24 6.45 0 0; 25 8.38333 0 0; 26 10.3167 0 0
14. MEMBER INCIDENCES
15. 1 2 6; 2 1 7; 3 1 8; 4 3 9; 5 5 15; 6 6 12; 7 7 13; 8 8 10; 9 9 11; 10 10 19
16. 11 11 21; 12 12 5; 13 13 22; 14 14 4; 15 15 14; 16 16 3; 17 17 16; 18 18 2
17. 19 19 18; 20 20 4; 21 21 20; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 17
18. DEFINE MATERIAL START
19. ISOTROPIC CONCRETE
20. E 2.17184E+07
21. POISSON 0.17
22. DENSITY 23.5615
23. ALPHA 5.5E-06
24. DAMP 0.05
25. G 9.28137E+06
26. TYPE CONCRETE
27. STRENGTH FCU 29580
28. END DEFINE MATERIAL
29. MEMBER PROPERTY
30. 5 12 PRIS YD 0.85 ZD 1
31. 10 11 13 22 TO 26 PRIS YD 0.9 ZD 1
32. 1 14 PRIS YD 1.05 ZD 1
33. 2 TO 4 16 18 20 PRIS YD 1.1 ZD 1
34. 6 15 PRIS YD 0.95 ZD 1
35. 7 TO 9 17 19 21 PRIS YD 1 ZD 1
36. CONSTANTS
37. MATERIAL CONCRETE ALL
38. SUPPORTS
STAAD SPACE -- PAGE NO. 2
39. 1 3 FIXED BUT FX FZ MX MY MZ KFY 240
40. 7 16 FIXED BUT FX FZ MX MY MZ KFY 346.67
41. 13 17 FIXED BUT FX FZ MX MY MZ KFY 1137.6
42. 22 TO 26 FIXED BUT FX FZ MX MY MZ KFY 2061.8
43. LOAD 1 LOADTYPE DEAD TITLE SELF WEIGHT
44. SELFWEIGHT Y -1 LIST ALL
45. MEMBER LOAD
46. 1 5 6 12 14 15 UNI GY -27
47. LOAD 2 LOADTYPE DEAD TITLE SIDL
48. LOAD 4 LOADTYPE NONE TITLE ACTIVE EARTH PRESSURE ( BOTH SIDE ) DRY CONDITION
49. MEMBER LOAD
50. 18 TRAP GX 21.15 17.33
51. 19 TRAP GX 22.95 21.15
52. 10 TRAP GX 68.85 22.95
53. 8 TRAP GX 70.65 68.85
54. 3 TRAP GX 74.7 70.65
55. 20 TRAP GX -21.15 -17.33
56. 21 TRAP GX -22.95 -21.15
57. 11 TRAP GX -68.85 -22.95
58. 9 TRAP GX -70.65 -68.85
59. 4 TRAP GX -74.7 -70.65
60. LOAD 5 LOADTYPE NONE TITLE LL SURCHARGE ON LEFT SIDE
61. MEMBER LOAD
62. 3 8 10 18 19 UNI GX 12
63. LOAD 6 LOADTYPE NONE TITLE LL SURCHARGE ON RIGHT SIDE
64. MEMBER LOAD
65. 4 9 11 20 21 UNI GX -12
66. LOAD 7 LOADTYPE NONE TITLE LL SURCHARGE ON BOTH SIDE
67. MEMBER LOAD
68. 3 8 10 18 19 UNI GX 12
69. 4 9 11 20 21 UNI GX -12
70. LOAD 8 LOADTYPE NONE TITLE BRAKING LOAD ON LEFT SIDE
71. JOINT LOAD
72. 2 FX 14.59
73. LOAD 9 LOADTYPE NONE TITLE BRAKING LOAD ON RIGHT SIDE
74. JOINT LOAD
75. 4 FX -14.59
76. LOAD 10 LOADTYPE NONE TITLE TEMPERATURE LOAD (UNIFORM RISE)
77. TEMPERATURE LOAD
78. 1 5 6 12 14 15 TEMP 27.5
79. LOAD 11 LOADTYPE NONE TITLE TEMPERATURE LOAD (UNIFORM FALL)
80. TEMPERATURE LOAD
81. 1 5 6 12 14 15 TEMP -27.5
82. LOAD 12 LOADTYPE NONE TITLE TEMPERATURE LOAD (GRADIENT RISE)
83. JOINT LOAD
84. 2 FX 880.3
85. 2 MZ 243.8
86. 4 FX -880.3
87. 4 MZ -243.8
88. LOAD 13 LOADTYPE NONE TITLE TEMPERATURE GRADIENT (GRADIENT FALL )
89. JOINT LOAD
90. 2 FX 671.6
91. 2 MZ 46.3
92. 4 FX -671.6
93. 4 MZ -46.3
94. LOAD COMBINATION 101
STAAD SPACE -- PAGE NO. 3
95. 1 1.35 2 1.75 4 1.5
96. LOAD COMBINATION 102
97. 1 1.35 2 1.75 4 1.5 5 1.2
98. LOAD COMBINATION 103
99. 1 1.35 2 1.75 4 1.5 6 1.2
100. LOAD COMBINATION 104
101. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5
102. LOAD COMBINATION 105
103. 1 1.35 2 1.75 4 1.5 7 1.2
104. LOAD COMBINATION 106
105. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5
106. LOAD COMBINATION 111
107. 1 1.35 2 1.75 4 1.5 5 1.2 10 0.0
108. LOAD COMBINATION 112
109. 1 1.35 2 1.75 4 1.5 5 1.2 11 0.0
110. LOAD COMBINATION 113
111. 1 1.35 2 1.75 4 1.5 5 1.2 12 0.0
112. LOAD COMBINATION 114
113. 1 1.35 2 1.75 4 1.5 5 1.2 13 0.0
114. LOAD COMBINATION 115
115. 1 1.35 2 1.75 4 1.5 5 1.2 10 0.0 12 0.0
116. LOAD COMBINATION 116
117. 1 1.35 2 1.75 4 1.5 5 1.2 11 0.0 13 0.0
118. LOAD COMBINATION 117
119. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 10 0.0
120. LOAD COMBINATION 118
121. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 11 0.0
122. LOAD COMBINATION 119
123. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 12 0.0
124. LOAD COMBINATION 120
125. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 13 0.0
126. LOAD COMBINATION 121
127. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 10 0.0 12 0.0
128. LOAD COMBINATION 122
129. 1 1.35 2 1.75 4 1.5 6 1.2 8 1.5 11 0.0 13 0.0
130. LOAD COMBINATION 123
131. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 10 0.0
132. LOAD COMBINATION 124
133. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 11 0.0
134. LOAD COMBINATION 125
135. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 12 0.0
136. LOAD COMBINATION 126
137. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 13 0.0
138. LOAD COMBINATION 127
139. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 10 0.0 12 0.0
140. LOAD COMBINATION 128
141. 1 1.35 2 1.75 4 1.5 7 1.2 9 1.5 11 0.0 13 0.0
142. LOAD COMBINATION 129
143. 1 1.35 2 1.75 4 1.5 10 0.0
144. LOAD COMBINATION 130
145. 1 1.35 2 1.75 4 1.5 11 0.0
146. LOAD COMBINATION 131
147. 1 1.35 2 1.75 4 1.5 12 0.0
148. LOAD COMBINATION 132
149. 1 1.35 2 1.75 4 1.5 13 0.0
150. LOAD COMBINATION 133
STAAD SPACE -- PAGE NO. 4
151. 1 1.35 2 1.75 4 1.5 10 0.0 12 0.0
152. LOAD COMBINATION 134
153. 1 1.35 2 1.75 4 1.5 11 0.0 13 0.0
154. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 26 NUMBER OF MEMBERS 26
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 11
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 12, TOTAL DEGREES OF FREEDOM = 156
TOTAL LOAD COMBINATION CASES = 30 SO FAR.
155. PRINT MAXFORCE ENVELOPE LIST 1 TO 12 14 TO 21
MAXFORCE ENVELOPE LIST 1
STAAD SPACE -- PAGE NO. 5
MEMBER FORCE ENVELOPE
---------------------
ALL UNITS ARE KN METE
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX 421.06 0.00 106 737.11 0.00 106
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -5.53 0.45 5 -24.79 0.45 11
0.00 0.45 134 0.00 0.45 134 32.24 T 0.45 1
2 MAX 3.04 0.00 5 28.62 0.00 10
0.00 0.00 1 0.00 0.00 1 365.77 C 0.00 104
MIN -592.90 0.45 128 -1039.26 0.00 116
0.00 0.45 134 0.00 0.45 134 8.38 T 0.45 10
3 MAX 364.96 0.00 104 1094.00 0.00 102
0.00 0.00 1 0.00 0.00 1 607.32 C 0.00 103
MIN -8.38 0.45 10 -55.26 0.45 6
0.00 0.45 134 0.00 0.45 134 4.26 T 0.45 5
4 MAX 8.38 0.00 10 43.59 0.41 5
0.00 0.00 1 0.00 0.00 1 607.07 C 0.00 104
MIN -494.12 0.00 103 -1063.38 0.00 103
0.00 0.45 134 0.00 0.45 134 3.05 T 0.45 5
5 MAX 4.20 0.00 106 464.09 5.80 102
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -371.72 5.80 116 -628.67 0.00 134
0.00 5.80 134 0.00 5.80 134 53.38 T 5.80 6
6 MAX 385.76 0.00 106 554.44 0.00 106
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -2.91 0.20 5 -24.79 0.20 11
0.00 0.20 134 0.00 0.20 134 284.69 T 0.20 6
7 MAX 1.71 0.00 8 28.59 0.00 10
0.00 0.00 1 0.00 0.00 1 358.75 C 0.00 105
MIN -556.71 0.20 128 -779.31 0.00 116
0.00 0.20 134 0.00 0.20 134 71.17 T 0.20 8
8 MAX 447.54 0.00 103 923.70 0.00 102
0.00 0.00 1 0.00 0.00 1 591.57 C 0.00 103
MIN -144.40 0.20 5 -90.98 0.18 6
0.00 0.20 134 0.00 0.20 134 4.26 T 0.20 5
9 MAX 8.38 0.00 10 44.44 0.20 5
0.00 0.00 1 0.00 0.00 1 591.33 C 0.00 104
STAAD SPACE -- PAGE NO. 6
MIN -310.40 0.00 128 -888.24 0.00 103
0.00 0.20 134 0.00 0.20 134 3.05 T 0.20 5
10 MAX 310.83 0.00 102 895.06 0.00 102
0.00 0.00 1 0.00 0.00 1 584.87 C 0.00 103
MIN -157.88 5.10 128 -183.93 2.13 4
0.00 5.10 134 0.00 5.10 134 2.85 T 5.10 8
11 MAX 145.17 5.10 105 183.93 2.13 4
0.00 0.00 1 0.00 0.00 1 585.36 C 0.00 104
MIN -293.40 0.00 103 -831.50 0.00 103
0.00 5.10 134 0.00 5.10 134 1.96 T 5.10 5
12 MAX 372.43 0.00 106 478.62 0.00 106
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -3.50 5.80 116 -628.67 5.80 134
0.00 5.80 134 0.00 5.80 134 71.17 T 5.80 6
14 MAX 2.74 0.00 9 713.96 0.45 102
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -416.64 0.45 122 -24.79 0.45 11
0.00 0.45 134 0.00 0.45 134 142.34 T 0.45 6
15 MAX 2.96 0.00 6 539.77 0.20 102
0.00 0.00 1 0.00 0.00 1 843.24 C 0.00 12
MIN -385.05 0.20 116 -24.79 0.20 11
0.00 0.20 134 0.00 0.20 134 284.69 T 0.20 6
16 MAX 592.90 0.00 104 46.05 0.45 5
0.00 0.00 1 0.00 0.00 1 358.75 C 0.00 105
MIN -1.55 0.45 5 -1060.76 0.45 103
0.00 0.45 134 0.00 0.45 134 284.69 T 0.45 5
17 MAX 558.21 0.00 104 45.36 0.20 5
0.00 0.00 1 0.00 0.00 1 654.02 C 0.00 103
MIN -2.79 0.20 5 -798.89 0.20 103
0.00 0.20 134 0.00 0.20 134 569.37 T 0.20 5
18 MAX 42.08 0.00 6 744.31 0.39 103
0.00 0.00 1 0.00 0.00 1 431.94 C 0.00 106
MIN -269.05 0.43 116 -202.94 0.43 12
0.00 0.43 134 0.00 0.43 134 8.17 T 0.43 5
19 MAX 54.21 0.00 6 727.11 0.20 103
0.00 0.00 1 0.00 0.00 1 438.87 C 0.00 103
MIN -194.19 0.20 116 -187.19 0.20 12
0.00 0.20 134 0.00 0.20 134 2.85 T 0.20 8
20 MAX 173.05 0.43 105 202.94 0.43 12
0.00 0.00 1 0.00 0.00 1 428.65 C 0.00 102
MIN -37.06 0.43 12 -712.53 0.39 122
0.00 0.43 134 0.00 0.43 134 6.50 T 0.43 6
21 MAX 238.18 0.20 103 187.19 0.20 12
0.00 0.00 1 0.00 0.00 1 439.36 C 0.00 104
STAAD SPACE -- PAGE NO. 7
MIN -220.24 0.20 5 -656.23 0.20 116
0.00 0.20 134 0.00 0.20 134 1.96 T 0.20 5
********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********
156. FINISH
STAAD OUTPUT SLS RARE
1. STAAD SPACE
INPUT FILE: C:\Users\Muthulakshmi\Documents\Challenges\Project 1\STAAD\PROJECT 1 - Raft SLS.STD
2. START JOB INFORMATION
3. ENGINEER DATE 13-AUG-22
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 6.37501 0; 3 12.9 0 0; 4 12.9 6.37501 0; 5 6.45001 6.37501 0
9. 6 0.45 6.37501 0; 7 0.45 0 0; 8 0 0.45 0; 9 12.9 0.45 0; 10 0 0.65 0
10. 11 12.9 0.65 0; 12 0.65 6.37501 0; 13 0.65 0 0; 14 12.45 6.37501 0
11. 15 12.25 6.37501 0; 16 12.45 0 0; 17 12.25 0 0; 18 0 5.95001 0; 19 0 5.75001 0
12. 20 12.9 5.95001 0; 21 12.9 5.75001 0; 22 2.58333 0 0; 23 4.51667 0 0
13. 24 6.45 0 0; 25 8.38333 0 0; 26 10.3167 0 0
14. MEMBER INCIDENCES
15. 1 2 6; 2 1 7; 3 1 8; 4 3 9; 5 5 15; 6 6 12; 7 7 13; 8 8 10; 9 9 11; 10 10 19
16. 11 11 21; 12 12 5; 13 13 22; 14 14 4; 15 15 14; 16 16 3; 17 17 16; 18 18 2
17. 19 19 18; 20 20 4; 21 21 20; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 17
18. DEFINE MATERIAL START
19. ISOTROPIC CONCRETE
20. E 2.17184E+07
21. POISSON 0.17
22. DENSITY 23.5615
23. ALPHA 5.5E-06
24. DAMP 0.05
25. G 9.28137E+06
26. TYPE CONCRETE
27. STRENGTH FCU 29580
28. END DEFINE MATERIAL
29. MEMBER PROPERTY
30. 5 12 PRIS YD 0.85 ZD 1
31. 10 11 13 22 TO 26 PRIS YD 0.9 ZD 1
32. 1 14 PRIS YD 1.05 ZD 1
33. 2 TO 4 16 18 20 PRIS YD 1.1 ZD 1
34. 6 15 PRIS YD 0.95 ZD 1
35. 7 TO 9 17 19 21 PRIS YD 1 ZD 1
36. CONSTANTS
37. MATERIAL CONCRETE ALL
38. SUPPORTS
STAAD SPACE -- PAGE NO. 2
39. 1 3 FIXED BUT FX FZ MX MY MZ KFY 240
40. 7 16 FIXED BUT FX FZ MX MY MZ KFY 346.67
41. 13 17 FIXED BUT FX FZ MX MY MZ KFY 1137.6
42. 22 TO 26 FIXED BUT FX FZ MX MY MZ KFY 2061.8
43. LOAD 1 LOADTYPE DEAD TITLE SELF WEIGHT
44. SELFWEIGHT Y -1 LIST ALL
45. MEMBER LOAD
46. 1 5 6 12 14 15 UNI GY -27
47. LOAD 2 LOADTYPE DEAD TITLE SIDL
48. LOAD 4 LOADTYPE NONE TITLE ACTIVE EARTH PRESSURE ( BOTH SIDE ) DRY CONDITION
49. MEMBER LOAD
50. 18 TRAP GX 21.15 17.33
51. 19 TRAP GX 22.95 21.15
52. 10 TRAP GX 68.85 22.95
53. 8 TRAP GX 70.65 68.85
54. 3 TRAP GX 74.7 70.65
55. 20 TRAP GX -21.15 -17.33
56. 21 TRAP GX -22.95 -21.15
57. 11 TRAP GX -68.85 -22.95
58. 9 TRAP GX -70.65 -68.85
59. 4 TRAP GX -74.7 -70.65
60. LOAD 5 LOADTYPE NONE TITLE LL SURCHARGE ON LEFT SIDE
61. MEMBER LOAD
62. 3 8 10 18 19 UNI GX 12
63. LOAD 6 LOADTYPE NONE TITLE LL SURCHARGE ON RIGHT SIDE
64. MEMBER LOAD
65. 4 9 11 20 21 UNI GX -12
66. LOAD 7 LOADTYPE NONE TITLE LL SURCHARGE ON BOTH SIDE
67. MEMBER LOAD
68. 3 8 10 18 19 UNI GX 12
69. 4 9 11 20 21 UNI GX -12
70. LOAD 8 LOADTYPE NONE TITLE BRAKING LOAD ON LEFT SIDE
71. JOINT LOAD
72. 2 FX 14.59
73. LOAD 9 LOADTYPE NONE TITLE BRAKING LOAD ON RIGHT SIDE
74. JOINT LOAD
75. 4 FX -14.59
76. LOAD 10 LOADTYPE NONE TITLE TEMPERATURE LOAD (UNIFORM RISE)
77. TEMPERATURE LOAD
78. 1 5 6 12 14 15 TEMP 27.5
79. LOAD 11 LOADTYPE NONE TITLE TEMPERATURE LOAD (UNIFORM FALL)
80. TEMPERATURE LOAD
81. 1 5 6 12 14 15 TEMP -27.5
82. LOAD 12 LOADTYPE NONE TITLE TEMPERATURE LOAD (GRADIENT RISE)
83. JOINT LOAD
84. 2 FX 880.3
85. 2 MZ 243.8
86. 4 FX -880.3
87. 4 MZ -243.8
88. LOAD 13 LOADTYPE NONE TITLE TEMPERATURE GRADIENT (GRADIENT FALL )
89. JOINT LOAD
90. 2 FX 671.6
91. 2 MZ 46.3
92. 4 FX -671.6
93. 4 MZ -46.3
94. LOAD COMBINATION 101
STAAD SPACE -- PAGE NO. 3
95. 1 1.0 2 1.0 4 1.0
96. LOAD COMBINATION 102
97. 1 1.0 2 1.0 4 1.0 5 0.8
98. LOAD COMBINATION 103
99. 1 1.0 2 1.0 4 1.0 6 0.8
100. LOAD COMBINATION 104
101. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0
102. LOAD COMBINATION 105
103. 1 1.0 2 1.0 4 1.0 7 0.8
104. LOAD COMBINATION 106
105. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0
106. *******NORMAL CASE + TEMPERATURE LOAD (ACCOMPANYING)*************
107. LOAD COMBINATION 111
108. 1 1.0 2 1.0 4 1.0 5 0.8 10 0.6
109. LOAD COMBINATION 112
110. 1 1.0 2 1.0 4 1.0 5 0.8 11 0.6
111. LOAD COMBINATION 113
112. 1 1.0 2 1.0 4 1.0 5 0.8 12 0.6
113. LOAD COMBINATION 114
114. 1 1.0 2 1.0 4 1.0 5 0.8 13 0.6
115. LOAD COMBINATION 115
116. 1 1.0 2 1.0 4 1.0 5 0.8 10 0.6 12 0.6
117. LOAD COMBINATION 116
118. 1 1.0 2 1.0 4 1.0 5 0.8 11 0.6 13 0.6
119. LOAD COMBINATION 117
120. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 10 0.6
121. LOAD COMBINATION 118
122. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 11 0.6
123. LOAD COMBINATION 119
124. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 12 0.6
125. LOAD COMBINATION 120
126. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 13 0.6
127. LOAD COMBINATION 121
128. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 10 0.6 12 0.6
129. LOAD COMBINATION 122
130. 1 1.0 2 1.0 4 1.0 6 0.8 8 1.0 11 0.6 13 0.6
131. LOAD COMBINATION 123
132. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 10 0.6
133. LOAD COMBINATION 124
134. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 11 0.6
135. LOAD COMBINATION 125
136. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 12 0.6
137. LOAD COMBINATION 126
138. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 13 0.6
139. LOAD COMBINATION 127
140. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 10 0.6 12 0.6
141. LOAD COMBINATION 128
142. 1 1.0 2 1.0 4 1.0 7 0.8 9 1.0 11 0.6 13 0.6
143. LOAD COMBINATION 129
144. 1 1.0 2 1.0 4 1.0 10 0.6
145. LOAD COMBINATION 130
146. 1 1.0 2 1.0 4 1.0 11 0.6
147. LOAD COMBINATION 131
148. 1 1.0 2 1.0 4 1.0 12 0.6
149. LOAD COMBINATION 132
150. 1 1.0 2 1.0 4 1.0 13 0.6
STAAD SPACE -- PAGE NO. 4
151. LOAD COMBINATION 133
152. 1 1.0 2 1.0 4 1.0 10 0.6 12 0.6
153. LOAD COMBINATION 134
154. 1 1.0 2 1.0 4 1.0 11 0.6 13 0.6
155. *******NORMAL CASE + TEMPERATURE LOAD (LEADING)*************
156. LOAD COMBINATION 141
157. 1 1.0 2 1.0 4 1.0 5 0.8 10 1.0
158. LOAD COMBINATION 142
159. 1 1.0 2 1.0 4 1.0 5 0.8 11 1.0
160. LOAD COMBINATION 143
161. 1 1.0 2 1.0 4 1.0 5 0.8 12 1.0
162. LOAD COMBINATION 144
163. 1 1.0 2 1.0 4 1.0 5 0.8 13 1.0
164. LOAD COMBINATION 145
165. 1 1.0 2 1.0 4 1.0 5 0.8 10 1.0 12 1.0
166. LOAD COMBINATION 146
167. 1 1.0 2 1.0 4 1.0 5 0.8 11 1.0 13 1.0
168. LOAD COMBINATION 147
169. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 10 1.0
170. LOAD COMBINATION 148
171. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 11 1.0
172. LOAD COMBINATION 149
173. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 12 1.0
174. LOAD COMBINATION 150
175. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 13 1.0
176. LOAD COMBINATION 151
177. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 10 1.0 12 1.0
178. LOAD COMBINATION 152
179. 1 1.0 2 1.0 4 1.0 6 0.8 8 0.75 11 1.0 13 1.0
180. LOAD COMBINATION 153
181. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 10 1.0
182. LOAD COMBINATION 154
183. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 11 1.0
184. LOAD COMBINATION 155
185. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 12 1.0
186. LOAD COMBINATION 156
187. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 13 1.0
188. LOAD COMBINATION 157
189. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 10 1.0 12 1.0
190. LOAD COMBINATION 158
191. 1 1.0 2 1.0 4 1.0 7 0.8 9 0.75 11 1.0 13 1.0
192. LOAD COMBINATION 159
193. 1 1.0 2 1.0 4 1.0 10 1.0
194. LOAD COMBINATION 160
195. 1 1.0 2 1.0 4 1.0 11 1.0
196. LOAD COMBINATION 161
197. 1 1.0 2 1.0 4 1.0 12 1.0
198. LOAD COMBINATION 162
199. 1 1.0 2 1.0 4 1.0 13 1.0
200. LOAD COMBINATION 163
201. 1 1.0 2 1.0 4 1.0 10 1.0 12 1.0
202. LOAD COMBINATION 164
203. 1 1.0 2 1.0 4 1.0 11 1.0 13 1.0
204. PERFORM ANALYSIS
STAAD SPACE -- PAGE NO. 5
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 26 NUMBER OF MEMBERS 26
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 11
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 12, TOTAL DEGREES OF FREEDOM = 156
TOTAL LOAD COMBINATION CASES = 54 SO FAR.
205. PRINT MAXFORCE ENVELOPE LIST 1 TO 12 14 TO 21
MAXFORCE ENVELOPE LIST 1
STAAD SPACE -- PAGE NO. 6
MEMBER FORCE ENVELOPE
---------------------
ALL UNITS ARE KN METE
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX 311.30 0.00 106 598.50 0.00 157
0.00 0.00 1 0.00 0.00 1 1047.34 C 0.00 145
MIN -5.53 0.45 5 -24.79 0.45 11
0.00 0.45 164 0.00 0.45 164 32.24 T 0.45 1
2 MAX 3.04 0.00 5 28.62 0.00 10
0.00 0.00 1 0.00 0.00 1 279.45 C 0.00 155
MIN -438.95 0.45 128 -799.81 0.00 146
0.00 0.45 164 0.00 0.45 164 8.38 T 0.45 10
3 MAX 283.41 0.00 149 836.30 0.00 146
0.00 0.00 1 0.00 0.00 1 449.50 C 0.00 103
MIN -8.38 0.45 10 -55.26 0.45 6
0.00 0.45 164 0.00 0.45 164 4.26 T 0.45 5
4 MAX 8.38 0.00 10 43.59 0.41 5
0.00 0.00 1 0.00 0.00 1 449.33 C 0.00 104
MIN -364.40 0.00 149 -800.84 0.00 152
0.00 0.45 164 0.00 0.45 164 3.05 T 0.45 5
5 MAX 2.96 0.00 6 402.64 5.80 145
0.00 0.00 1 0.00 0.00 1 1018.87 C 0.00 145
MIN -275.09 5.80 146 -515.15 0.00 1
0.00 5.80 164 0.00 5.80 164 53.38 T 5.80 6
6 MAX 285.44 0.00 106 464.13 0.00 157
0.00 0.00 1 0.00 0.00 1 1161.21 C 0.00 145
MIN -2.91 0.20 5 -24.79 0.20 11
0.00 0.20 164 0.00 0.20 164 284.69 T 0.20 6
7 MAX 1.71 0.00 8 28.59 0.00 10
0.00 0.00 1 0.00 0.00 1 279.45 C 0.00 155
MIN -412.27 0.20 128 -607.10 0.00 146
0.00 0.20 164 0.00 0.20 164 71.17 T 0.20 8
8 MAX 324.40 0.00 149 713.71 0.00 146
0.00 0.00 1 0.00 0.00 1 437.83 C 0.00 103
MIN -144.40 0.20 5 -90.98 0.18 6
0.00 0.20 164 0.00 0.20 164 4.26 T 0.20 5
9 MAX 8.38 0.00 10 44.44 0.20 5
0.00 0.00 1 0.00 0.00 1 437.67 C 0.00 104
STAAD SPACE -- PAGE NO. 7
MIN -246.02 0.00 155 -682.01 0.00 158
0.00 0.20 164 0.00 0.20 164 3.05 T 0.20 5
10 MAX 247.50 0.00 143 690.59 0.00 146
0.00 0.00 1 0.00 0.00 1 432.89 C 0.00 103
MIN -108.29 5.10 153 -183.93 2.13 4
0.00 5.10 164 0.00 5.10 164 2.85 T 5.10 8
11 MAX 101.50 5.10 4 183.93 2.13 4
0.00 0.00 1 0.00 0.00 1 433.22 C 0.00 104
MIN -231.51 0.00 149 -648.39 0.00 1
0.00 5.10 164 0.00 5.10 164 1.96 T 5.10 5
12 MAX 275.56 0.00 106 408.17 0.00 157
0.00 0.00 1 0.00 0.00 1 1025.98 C 0.00 145
MIN -2.91 5.80 5 -515.15 5.80 1
0.00 5.80 164 0.00 5.80 164 71.17 T 5.80 6
14 MAX 2.74 0.00 9 588.01 0.45 145
0.00 0.00 1 0.00 0.00 1 963.76 C 0.00 157
MIN -308.35 0.45 122 -24.79 0.45 11
0.00 0.45 164 0.00 0.45 164 142.34 T 0.45 6
15 MAX 2.96 0.00 6 458.64 0.20 145
0.00 0.00 1 0.00 0.00 1 1161.21 C 0.00 145
MIN -284.96 0.20 146 -24.79 0.20 11
0.00 0.20 164 0.00 0.20 164 284.69 T 0.20 6
16 MAX 438.95 0.00 122 46.05 0.45 5
0.00 0.00 1 0.00 0.00 1 279.45 C 0.00 155
MIN -1.55 0.45 5 -800.69 0.45 152
0.00 0.45 164 0.00 0.45 164 284.69 T 0.45 5
17 MAX 413.27 0.00 122 45.36 0.20 5
0.00 0.00 1 0.00 0.00 1 476.30 C 0.00 149
MIN -2.79 0.20 5 -606.00 0.20 152
0.00 0.20 164 0.00 0.20 164 569.37 T 0.20 5
18 MAX 42.08 0.00 6 557.54 0.43 153
0.00 0.00 1 0.00 0.00 1 319.66 C 0.00 106
MIN -184.52 0.43 141 -202.94 0.43 12
0.00 0.43 164 0.00 0.43 164 8.17 T 0.43 5
19 MAX 54.21 0.00 6 537.89 0.20 147
0.00 0.00 1 0.00 0.00 1 324.74 C 0.00 103
MIN -134.61 0.20 141 -187.19 0.20 12
0.00 0.20 164 0.00 0.20 164 2.85 T 0.20 8
20 MAX 116.43 0.43 147 202.94 0.43 12
0.00 0.00 1 0.00 0.00 1 317.46 C 0.00 102
MIN -37.06 0.43 12 -545.91 0.43 141
0.00 0.43 164 0.00 0.43 164 6.50 T 0.43 6
21 MAX 163.25 0.20 147 187.19 0.20 12
0.00 0.00 1 0.00 0.00 1 325.07 C 0.00 104
STAAD SPACE -- PAGE NO. 8
MIN -220.24 0.20 5 -506.47 0.20 141
0.00 0.20 164 0.00 0.20 164 1.96 T 0.20 5
********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********
206. FINISH
STAAD OUTPUT LL
1. STAAD SPACE
INPUT FILE: C:\Users\Muthulakshmi\Documents\Challenges\Project 1\STAAD\PROJECT 1 - Raft LL.STD
2. START JOB INFORMATION
3. ENGINEER DATE 13-AUG-22
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 6.37501 0; 3 12.9 0 0; 4 12.9 6.37501 0; 5 6.45001 6.37501 0
9. 6 0.45 6.37501 0; 7 0.45 0 0; 8 0 0.45 0; 9 12.9 0.45 0; 10 0 0.65 0
10. 11 12.9 0.65 0; 12 0.65 6.37501 0; 13 0.65 0 0; 14 12.45 6.37501 0
11. 15 12.25 6.37501 0; 16 12.45 0 0; 17 12.25 0 0; 18 0 5.95001 0; 19 0 5.75001 0
12. 20 12.9 5.95001 0; 21 12.9 5.75001 0; 22 2.58333 0 0; 23 4.51667 0 0
13. 24 6.45 0 0; 25 8.38333 0 0; 26 10.3167 0 0
14. MEMBER INCIDENCES
15. 1 2 6; 2 1 7; 3 1 8; 4 3 9; 5 5 15; 6 6 12; 7 7 13; 8 8 10; 9 9 11; 10 10 19
16. 11 11 21; 12 12 5; 13 13 22; 14 14 4; 15 15 14; 16 16 3; 17 17 16; 18 18 2
17. 19 19 18; 20 20 4; 21 21 20; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 17
18. DEFINE MATERIAL START
19. ISOTROPIC CONCRETE
20. E 2.17184E+07
21. POISSON 0.17
22. DENSITY 23.5615
23. ALPHA 5.5E-06
24. DAMP 0.05
25. G 9.28137E+06
26. TYPE CONCRETE
27. STRENGTH FCU 29580
28. END DEFINE MATERIAL
29. MEMBER PROPERTY
30. 5 12 PRIS YD 0.85 ZD 1
31. 10 11 13 22 TO 26 PRIS YD 0.9 ZD 1
32. 1 14 PRIS YD 1.05 ZD 1
33. 2 TO 4 16 18 20 PRIS YD 1.1 ZD 1
34. 6 15 PRIS YD 0.95 ZD 1
35. 7 TO 9 17 19 21 PRIS YD 1 ZD 1
36. CONSTANTS
37. MATERIAL CONCRETE ALL
38. SUPPORTS
STAAD SPACE -- PAGE NO. 2
39. 1 3 FIXED BUT FX FZ MX MY MZ KFY 240
40. 7 16 FIXED BUT FX FZ MX MY MZ KFY 346.67
41. 13 17 FIXED BUT FX FZ MX MY MZ KFY 1137.6
42. 22 TO 26 FIXED BUT FX FZ MX MY MZ KFY 2062
43. LOAD 101 LOADTYPE NONE TITLE CWLL-1: 70R BOGIE ON MID SPAN
44. MEMBER LOAD
45. 12 UNI GY -15.84 5.19 5.8
46. 5 UNI GY -15.84 0 0.66
47. LOAD 102 LOADTYPE NONE TITLE CWLL-1: 70 BOGIE ON EDGE
48. MEMBER LOAD
49. 1 6 UNI GY -40.76
50. 12 UNI GY -40.76 0 0.57
51. LOAD 201 LOADTYPE NONE TITLE CWLL-1: 70 TRACKED ON EDGE
52. MEMBER LOAD
53. 12 UNI GY -18.21 3.515 5.8
54. 5 UNI GY -18.21 0 2.285
55. LOAD 202 LOADTYPE NONE TITLE CWLL-1: 70 TRACKED ON EDGE
56. MEMBER LOAD
57. 1 6 UNI GY -29.04
58. 12 UNI GY -29.04 0 3.92
59. LOAD 301 LOADTYPE NONE TITLE CWLL-1: CLASS-A ON MID SPAN
60. MEMBER LOAD
61. 12 UNI GY -34.12 5.2 5.8
62. 5 UNI GY -34.12 0 0.6
63. LOAD 302 LOADTYPE NONE TITLE CWLL-1: CLASS A ON EDGE
64. MEMBER LOAD
65. 1 6 UNI GY -71
66. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 26 NUMBER OF MEMBERS 26
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 11
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 156
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
67. PRINT MAXFORCE ENVELOPE LIST 1 TO 12 14 TO 21
MAXFORCE ENVELOPE LIST 1
STAAD SPACE -- PAGE NO. 4
MEMBER FORCE ENVELOPE
---------------------
ALL UNITS ARE KN METE
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX 113.18 0.00 202 110.07 0.00 202
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN 10.01 0.45 101 -5.01 0.45 302
0.00 0.45 302 0.00 0.45 302 5.59 T 0.45 302
2 MAX -9.64 0.00 101 -8.90 0.45 101
0.00 0.00 101 0.00 0.00 101 5.59 C 0.00 302
MIN -106.37 0.45 202 -123.43 0.00 202
0.00 0.45 302 0.00 0.45 302 6.94 T 0.45 201
3 MAX 5.59 0.00 302 123.43 0.00 202
0.00 0.00 101 0.00 0.00 101 113.18 C 0.00 202
MIN -6.94 0.45 201 13.23 0.00 101
0.00 0.45 302 0.00 0.45 302 10.01 C 0.45 101
4 MAX 6.94 0.00 201 -13.31 0.00 101
0.00 0.00 101 0.00 0.00 101 41.61 C 0.00 201
MIN -5.59 0.45 302 -72.10 0.00 202
0.00 0.45 302 0.00 0.45 302 0.12 C 0.45 302
5 MAX 0.35 0.00 101 72.62 5.80 201
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN -41.61 5.80 201 -121.18 0.00 201
0.00 5.80 302 0.00 5.80 302 5.59 T 5.80 302
6 MAX 100.12 0.00 202 80.94 0.00 201
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN -0.12 0.20 302 -7.50 0.20 102
0.00 0.20 302 0.00 0.20 302 5.59 T 0.20 302
7 MAX -9.10 0.00 101 -7.08 0.20 101
0.00 0.00 101 0.00 0.00 101 5.59 C 0.00 302
MIN -97.00 0.20 202 -75.57 0.00 202
0.00 0.20 302 0.00 0.20 302 6.94 T 0.20 201
8 MAX 5.59 0.00 302 122.49 0.00 202
0.00 0.00 101 0.00 0.00 101 113.18 C 0.00 202
MIN -6.94 0.20 201 14.07 0.00 101
0.00 0.20 302 0.00 0.20 302 10.01 C 0.20 101
9 MAX 6.94 0.00 201 -14.15 0.00 101
0.00 0.00 101 0.00 0.00 101 41.61 C 0.00 201
STAAD SPACE -- PAGE NO. 5
MIN -5.59 0.20 302 -71.16 0.00 202
0.00 0.20 302 0.00 0.20 302 0.12 C 0.20 302
10 MAX 5.59 0.00 302 122.07 0.00 202
0.00 0.00 101 0.00 0.00 101 113.18 C 0.00 202
MIN -6.94 5.10 201 12.01 5.10 302
0.00 5.10 302 0.00 5.10 302 10.01 C 5.10 101
11 MAX 6.94 0.00 201 1.39 5.10 302
0.00 0.00 101 0.00 0.00 101 41.61 C 0.00 201
MIN -5.59 5.10 302 -95.33 5.10 201
0.00 5.10 302 0.00 5.10 302 0.12 C 5.10 302
12 MAX 94.31 0.00 202 72.62 0.00 201
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN -19.53 5.80 202 -121.18 5.80 201
0.00 5.80 302 0.00 5.80 302 5.59 T 5.80 302
14 MAX -0.12 0.00 302 99.66 0.45 201
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN -41.61 0.45 201 -4.93 0.00 302
0.00 0.45 302 0.00 0.45 302 5.59 T 0.45 302
15 MAX -0.12 0.00 302 80.94 0.20 201
0.00 0.00 101 0.00 0.00 101 6.94 C 0.00 201
MIN -41.61 0.20 201 -4.96 0.00 302
0.00 0.20 302 0.00 0.20 302 5.59 T 0.20 302
16 MAX 40.04 0.00 201 -8.94 0.00 101
0.00 0.00 101 0.00 0.00 101 5.59 C 0.00 302
MIN 1.49 0.45 302 -72.10 0.45 202
0.00 0.45 302 0.00 0.45 302 6.94 T 0.45 201
17 MAX 37.79 0.00 201 -7.11 0.00 101
0.00 0.00 101 0.00 0.00 101 5.59 C 0.00 302
MIN 3.23 0.20 302 -62.48 0.20 202
0.00 0.20 302 0.00 0.20 302 6.94 T 0.20 201
18 MAX 5.59 0.00 302 110.96 0.00 202
0.00 0.00 101 0.00 0.00 101 113.18 C 0.00 202
MIN -6.94 0.43 201 8.51 0.43 302
0.00 0.43 302 0.00 0.43 302 10.01 C 0.43 101
19 MAX 5.59 0.00 302 111.38 0.00 202
0.00 0.00 101 0.00 0.00 101 113.18 C 0.00 202
MIN -6.94 0.20 201 10.89 0.20 302
0.00 0.20 302 0.00 0.20 302 10.01 C 0.20 101
20 MAX 6.94 0.00 201 4.88 0.43 302
0.00 0.00 101 0.00 0.00 101 41.61 C 0.00 201
MIN -5.59 0.43 302 -99.66 0.43 201
0.00 0.43 302 0.00 0.43 302 0.12 C 0.43 302
21 MAX 6.94 0.00 201 2.50 0.20 302
0.00 0.00 101 0.00 0.00 101 41.61 C 0.00 201
STAAD SPACE -- PAGE NO. 6
MIN -5.59 0.20 302 -96.72 0.20 201
0.00 0.20 302 0.00 0.20 302 0.12 C 0.20 302
********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********
68. FINISH