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Load Combination Eurocode

March 16, 2017 | Author: nileshmadankar | Category: N/A
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Load Combination Eurocode...

Description

PRIMARY LOAD CASES LOAD 1 SEISMIC IN X-DIRECTION (SQX)- Qk LOAD 2 SEISMIC IN Y-DIRECTION (SQY)- Qk LOAD 3 SEISMIC IN Z-DIRECTION (SQZ)- Qk LOAD 11 LOAD 12 LOAD 13 LOAD 14 LOAD 15

DEAD LOAD (DL)- Gk FIREPROOFING LOAD (FP)- Gk LIVE LOAD (LL)- Qk CABLE TRAY LOAD (CT)- Gk SNOW LOAD (SL)- Qk

LOAD 21 LOAD 22 LOAD 23

EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- Gk EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- Qk EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk

LOAD 51 LOAD 52 LOAD 53 LOAD 54

FRICTION LOAD IN +X-DIRECTION (FX)- Qk FRICTION LOAD IN +Z-DIRECTION (FZ)- Qk ANCHOR LOAD IN +X-DIRECTION (TAX)- Qk ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk

LOAD 61 LOAD 62 LOAD 63 LOAD 64

WIND LOAD IN +X-DIRECTION (+WLX)- Qk WIND LOAD IN -X-DIRECTION (-WLX)- Qk WIND LOAD IN +Z-DIRECTION (+WLZ)- Qk WIND LOAD IN -Z-DIRECTION (-WLZ)- Qk

LOAD 75

ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)

0.825

Loading Combinations and Factors for Steel/Concrete Design Load Conditions

Sr. No.

Empty

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

Operating

Load Comb 201 202 203 204 205 206 207 208 209

1 SQX . . . . . . . . .

2 SQY . . . . . . . . .

3 SQZ . . . . . . . . .

11 DL 1.49 1.49 1.32 1.32 1.32 1.32 0.90 0.90 0.90

12 FP 1.49 1.49 1.32 1.32 1.32 1.32 0.90 0.90 0.90

13 LL 1.65 1.65 1.65 1.65 1.65 . . .

14 CT 1.49 1.49 1.32 1.32 1.32 1.32 0.90 0.90 0.90

15 SL . . . . . . . . .

21 EE/PE 1.49 1.49 1.32 1.32 1.32 1.32 0.90 0.90 0.90

22 EO/PO . . . . . . -

23 ET/PT . . .

51 FX . . . . . . -

52 FZ . . . . . . . . .

53 TAX . . . . . . . . .

54 TAZ . . . . . . . .

61 +WLX . . 1.65 . . . 1.65 . .

62 -WLX . . . 1.65 . . . 1.65 .

63 +WLZ . . . . 1.65 . . 1.65

64 -WLZ . . . . . 1.65 -

75 PA . . .

210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227

. . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

0.90 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

0.90 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

. 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

0.90 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

. . . . . . . . . . . . . . . . . .

0.90 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

. . . . . . . . . . . . . . . . . .

-

. -

. 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65

. 1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65

. 1.65 1.65 1.65 1.65 -

. . . 1.65 . . . 1.65 . . . 1.65 . . . 1.65 . .

. . . . 1.65 . . . 1.65 . . . 1.65 . . . 1.65 .

1.65 1.65 1.65 1.65 1.65

. . . . . . . . . . . . . . . . . .

Loading Combinations and Factors for Steel/Concrete Design Test

28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243

. . . . . . . .

-

. . . . -

1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

-

1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

. . . . . . . . . . . . . . . .

1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

-

1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

-

. . . . . . . . . . . . . . . .

1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65

1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65

0.825 . . 0.825 . . 0.825 . . 0.825 . .

. 0.825 . . . 0.825 . . . 0.825 . . . 0.825 . .

. . 0.825 . . . 0.825 . . . 0.825 . . . 0.825 .

0.825 0.825 0.825 0.825

. . . . . . . . . . . . . . . .

12 FP 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

13 LL 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

14 CT 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

15 SL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

21 EE/PE 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

22 EO/PO 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 . . . . . . . . . . . . . . . .

23 ET/PT . . . . . . . . . . . . . . . . 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

51 FX 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65 -1.65

52 FZ 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65 1.65 1.65 1.65 1.65 -1.65 -1.65 -1.65 -1.65

53 TAX -

54 TAZ -

61 +WLX 1.65 1.65 1.65 1.65 0.825 . . 0.825 . . 0.825 . . 0.825 . .

62 -WLX . 1.65 . . . 1.65 . . . 1.65 . . . 1.65 . . . 0.825 . . . 0.825 . . . 0.825 . . . 0.825 . .

63 +WLZ . . 1.65 . . . 1.65 . . . 1.65 . . . 1.65 . . . 0.825 . . . 0.825 . . . 0.825 . . . 0.825 .

64 -WLZ 1.65 1.65 1.65 1.65 0.825 0.825 0.825 0.825

75 PA 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65 1.65

Loading Combinations and Factors for Steel/Concrete Design- Local Analysis Load Conditions

Sr. No.

Operating

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75

Test

Load Comb 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275

1 SQX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

2 SQY . . . . . . . . . . . . . . . . . . . . . . . . . . . -

3 SQZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

11 DL 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32

PRIMARY LOAD CASES LOAD 1 SEISMIC IN X-DIRECTION (SQX)- Qk LOAD 2 SEISMIC IN Y-DIRECTION (SQY)- Qk LOAD 3 SEISMIC IN Z-DIRECTION (SQZ)- Qk LOAD 11 LOAD 12 LOAD 13 LOAD 14

DEAD LOAD (DL)- Gk FIREPROOFING LOAD (FP)- Gk LIVE LOAD (LL)- Qk CABLE TRAY LOAD (CT)- Gk

LOAD 21 LOAD 22 LOAD 23

EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- Gk EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- Qk EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk

LOAD 51 LOAD 52 LOAD 53 LOAD 54

FRICTION LOAD IN +X-DIRECTION (FX)- Qk FRICTION LOAD IN +Z-DIRECTION (FZ)- Qk ANCHOR LOAD IN +X-DIRECTION (TAX)- Qk ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk

LOAD 61 LOAD 62 LOAD 63 LOAD 64

WIND LOAD IN +X-DIRECTION (+WLX)- Qk WIND LOAD IN -X-DIRECTION (-WLX)- Qk WIND LOAD IN +Z-DIRECTION (+WLZ)- Qk WIND LOAD IN -Z-DIRECTION (-WLZ)- Qk

LOAD 75 ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA) Note: Anchor loads are considered in all four quadrans when combined with wind load.

Loading Combinations and Factors for Steel/Concrete Design- Global Analysis Load Conditions

Sr. No.

Empty

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

Operating

Load Comb 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227

1 SQX . . . . . . . . . . . . . . . . . . . . . . . . . . .

2 SQY . . . . . . . . . . . . . . . . . . . . . . . . . . .

3 SQZ . . . . . . . . . . . . . . . . . . . . . . . . . . .

11 DL 1.35 1.35 1.20 1.20 1.20 1.20 0.90 0.90 0.90 0.90 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

12 FP 1.35 1.35 1.20 1.20 1.20 1.20 0.90 0.90 0.90 0.90 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

13 LL 1.50 1.50 1.50 1.50 1.50 . . . . 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

14 CT 1.35 1.35 1.20 1.20 1.20 1.20 0.90 0.90 0.90 0.90 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

21 EE/PE 1.35 1.35 1.20 1.20 1.20 1.20 0.90 0.90 0.90 0.90 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

22 EO/PO . . . . . . 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

23 ET/PT . . . . . . . . . . . . . . . . . . . . .

51 FX . . . . . . -

52 FZ . . . . . . . . . . -

53 TAX . . . . . . . . . . 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50

54 TAZ . . . . . . . . . 1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50

61 +WLX . . 1.50 . . . 1.50 . . . 1.50 1.50 1.50 1.50 -

62 -WLX . . . 1.50 . . . 1.50 . . . . 1.50 . . . 1.50 . . . 1.50 . . . 1.50 . .

63 +WLZ . . . . 1.50 . . 1.50 . . . . 1.50 . . . 1.50 . . . 1.50 . . . 1.50 .

64 -WLZ . . . . . 1.50 1.50 1.50 1.50 1.50 1.50

75 PA . . . . . . . . . . . . . . . . . . . . .

Loading Combinations and Factors for Steel/Concrete Design- Global Analysis Test

28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243

. . . . . . . .

-

. . . . -

1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

-

1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

-

1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

-

. . . . . . . . . . . . . . . .

1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50

1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50

0.75 . . 0.75 . . 0.75 . . 0.75 . .

. 0.75 . . . 0.75 . . . 0.75 . . . 0.75 . .

. . 0.75 . . . 0.75 . . . 0.75 . . . 0.75 .

0.75 0.75 0.75 0.75

. . . . . . . . . . . . . . . .

12 FP 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

13 LL 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

14 CT 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

21 EE/PE 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

22 EO/PO 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 . . . . . . . . . . . . . . . .

23 ET/PT . . . . . . . . . . . . . . . . 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

51 FX 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50

52 FZ 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50 1.50 1.50 1.50 1.50 -1.50 -1.50 -1.50 -1.50

53 TAX -

54 TAZ -

61 +WLX 1.50 1.50 1.50 1.50 0.75 . . 0.75 . . 0.75 . . 0.75 . .

62 -WLX . 1.50 . . . 1.50 . . . 1.50 . . . 1.50 . . . 0.75 . . . 0.75 . . . 0.75 . . . 0.75 . .

63 +WLZ . . 1.50 . . . 1.50 . . . 1.50 . . . 1.50 . . . 0.75 . . . 0.75 . . . 0.75 . . . 0.75 .

64 -WLZ 1.50 1.50 1.50 1.50 0.75 0.75 0.75 0.75

75 PA 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50

Loading Combinations and Factors for Steel/Concrete Design- Local Analysis Load Conditions

Sr. No.

Operating

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75

Test

Load Comb 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275

1 SQX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

2 SQY . . . . . . . . . . . . . . . . . . . . . . . . . . . -

3 SQZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

11 DL 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20

PRIMARY LOAD CASES LOAD 1 SEISMIC IN X-DIRECTION (SQX)- Qk LOAD 2 SEISMIC IN Y-DIRECTION (SQY)- Qk LOAD 3 SEISMIC IN Z-DIRECTION (SQZ)- Qk LOAD 11 LOAD 12 LOAD 13 LOAD 14 LOAD 15

DEAD LOAD (DL)- Gk FIREPROOFING LOAD (FP)- Gk LIVE LOAD (LL)- Qk CABLE TRAY LOAD (CT)- Gk SNOW LOAD (SL)- Qk

LOAD 21 LOAD 22 LOAD 23

EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- Gk EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- Qk EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk

LOAD 51 LOAD 52 LOAD 53 LOAD 54

FRICTION LOAD IN +X-DIRECTION (FX)- Qk FRICTION LOAD IN +Z-DIRECTION (FZ)- Qk ANCHOR LOAD IN +X-DIRECTION (TAX)- Qk ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk

LOAD 61 LOAD 62 LOAD 63 LOAD 64

WIND LOAD IN +X-DIRECTION (+WLX)- Qk WIND LOAD IN -X-DIRECTION (-WLX)- Qk WIND LOAD IN +Z-DIRECTION (+WLZ)- Qk WIND LOAD IN -Z-DIRECTION (-WLZ)- Qk

LOAD 75

ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)

LOAD LOAD 1 LOAD 2 LOAD 3 LOAD 11 LOAD 12 LOAD 13 LOAD 14 COMBINATION (SQX) (SQY) (SQZ) (DL) (FP) (LL) (CT) ULTIMATE LIMIT STATE (ULS) LOAD COMBINATION USED FOR FOUNDATION AND STEEL DESIGN EMPTY CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY LOAD COMB101 1.49 1.49 1.65 1.49

LOAD 21 (EE/PE)

LOAD 22 (EO/PO)

LOAD 23 (ET/PT)

LOAD 51 (FX)

LOAD 52 (FZ)

LOAD 53 (TAX)

LOAD 54 (TAZ)

1.49

-

-

-

-

-

-

-

-

-

-

1.49 1.49 1.49 1.49

-

-

-

-

-

-

1.49 1.49 -

-1.49 -1.49

1.49 -

-1.49 -1.49

DEAD LOAD + FIRE PROOFING + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND (SHUT DOWN ) LOAD COMB106 0.9 0.9 0.9 0.9 LOAD COMB107 0.9 0.9 0.9 0.9 LOAD COMB108 0.9 0.9 0.9 0.9 LOAD COMB109 0.9 0.9 0.9 0.9

-

-

-

-

-

-

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND LOAD COMB102 1.49 1.49 1.65 1.49 LOAD COMB103 1.49 1.49 1.65 1.49 LOAD COMB104 1.49 1.49 1.65 1.49 LOAD COMB105 1.49 1.49 1.65 1.49

OPERATING CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOAD LOAD COMB110 1.49 1.49 1.65 1.49 1.49 LOAD COMB111 1.49 1.49 1.65 1.49 1.49 LOAD COMB112 1.49 1.49 1.65 1.49 1.49 LOAD COMB113 1.49 1.49 1.65 1.49 1.49 -

LOAD 61 LOAD 62 (- LOAD 63 (+WLX) WLX) (+WLZ)

LOAD 64 (-WLZ)

LOAD COMBINATION LOAD COMB114 LOAD COMB115 LOAD COMB116 LOAD COMB117

LOAD 1 (SQX) -

LOAD 2 (SQY) -

LOAD 3 (SQZ) -

LOAD 11 (DL) 1.49 1.49 1.49 1.49

LOAD 12 (FP) 1.49 1.49 1.49 1.49

LOAD 13 (LL) 1.65 1.65 1.65 1.65

LOAD 14 (CT) 1.49 1.49 1.49 1.49

LOAD 21 (EE/PE) -

LOAD 22 (EO/PO) 1.49 1.49 1.49 1.49

LOAD 23 (ET/PT) -

LOAD 51 (FX) -

LOAD 52 (FZ) -

LOAD 53 (TAX) 1.49 1.49 1.49 1.49

LOAD 54 (TAZ) -1.49 -1.49 -1.49 -1.49

LOAD 61 LOAD 62 (- LOAD 63 (+WLX) WLX) (+WLZ) 1.49 1.49 1.49 -1.49 1.49 -1.49 -

LOAD 64 (-WLZ) -1.49 -1.49

LOAD COMB118 LOAD COMB119 LOAD COMB120 LOAD COMB121

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

1.49 1.49 1.49 1.49

-

-

-

-1.49 -1.49 -1.49 -1.49

1.49 1.49 1.49 1.49

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

LOAD COMB122 LOAD COMB123 LOAD COMB124 LOAD COMB125

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

1.49 1.49 1.49 1.49

-

-

-

-1.49 -1.49 -1.49 -1.49

-1.49 -1.49 -1.49 -1.49

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

HYDROTEST CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + ANCHOR LOAD + REDUCED WIND LOAD LOAD COMB126 1.49 1.49 1.65 1.49 1.49 LOAD COMB127 1.49 1.49 1.65 1.49 1.49 LOAD COMB128 1.49 1.49 1.65 1.49 1.49 LOAD COMB129 1.49 1.49 1.65 1.49 1.49 -

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

LOAD COMB130 LOAD COMB131 LOAD COMB132 LOAD COMB133

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

-

1.49 1.49 1.49 1.49

-

-

1.49 1.49 1.49 1.49

-1.49 -1.49 -1.49 -1.49

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

LOAD COMB134 LOAD COMB135 LOAD COMB136 LOAD COMB137

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

-

1.49 1.49 1.49 1.49

-

-

-1.49 -1.49 -1.49 -1.49

1.49 1.49 1.49 1.49

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

LOAD COMB138 LOAD COMB139 LOAD COMB140 LOAD COMB141

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

-

1.49 1.49 1.49 1.49

-

-

-1.49 -1.49 -1.49 -1.49

-1.49 -1.49 -1.49 -1.49

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

LOAD COMBINATION USED FOR LOCAL BEAM DESIGN DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + FRICTION LOAD + WIND LOAD + ADDITIONAL LOAD LOAD COMB150 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB151 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB152 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB153 1.49 1.49 1.65 1.49 1.49 1.49 1.49

-

-

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

LOAD COMB154 LOAD COMB155 LOAD COMB156 LOAD COMB157

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

1.49 1.49 1.49 1.49

-

1.49 1.49 1.49 1.49

-1.49 -1.49 -1.49 -1.49

-

-

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

LOAD COMB158 LOAD COMB159 LOAD COMB160 LOAD COMB161

-

-

-

1.49 1.49 1.49 1.49

1.49 1.49 1.49 1.49

1.65 1.65 1.65 1.65

1.49 1.49 1.49 1.49

-

1.49 1.49 1.49 1.49

-

-1.49 -1.49 -1.49 -1.49

1.49 1.49 1.49 1.49

-

-

1.49 1.49 -

-1.49 -1.49

1.49 1.49 -

-1.49 -1.49

LOAD COMB162

-

-

-

1.49

1.49

1.65

1.49

-

1.49

-

-1.49

-1.49

-

-

1.49

-

1.49

-

LOAD COMBINATION LOAD COMB163 LOAD COMB164 LOAD COMB165

LOAD 1 (SQX) -

LOAD 2 (SQY) -

LOAD 3 (SQZ) -

LOAD 11 (DL) 1.49 1.49 1.49

LOAD 12 (FP) 1.49 1.49 1.49

LOAD 13 (LL) 1.65 1.65 1.65

LOAD 14 (CT) 1.49 1.49 1.49

LOAD 21 (EE/PE) -

LOAD 22 (EO/PO) 1.49 1.49 1.49

LOAD 23 (ET/PT) -

LOAD 51 (FX) -1.49 -1.49 -1.49

LOAD 52 (FZ) -1.49 -1.49 -1.49

LOAD 53 (TAX) -

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOAD LOAD COMB166 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB167 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB168 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB169 1.49 1.49 1.65 1.49 1.49 1.49 1.49 LOAD COMB170 1.49 1.49 1.65 1.49 1.49 1.49 -1.49 LOAD COMB171 1.49 1.49 1.65 1.49 1.49 1.49 -1.49 LOAD COMB172 1.49 1.49 1.65 1.49 1.49 1.49 -1.49 LOAD COMB173 1.49 1.49 1.65 1.49 1.49 1.49 -1.49 LOAD COMB174 1.49 1.49 1.65 1.49 1.49 -1.49 1.49 LOAD COMB175 1.49 1.49 1.65 1.49 1.49 -1.49 1.49 LOAD COMB176 1.49 1.49 1.65 1.49 1.49 -1.49 1.49 LOAD COMB177 1.49 1.49 1.65 1.49 1.49 -1.49 1.49 LOAD COMB178 1.49 1.49 1.65 1.49 1.49 -1.49 -1.49 LOAD COMB179 1.49 1.49 1.65 1.49 1.49 -1.49 -1.49 LOAD COMB180 1.49 1.49 1.65 1.49 1.49 -1.49 -1.49 LOAD COMB181 1.49 1.49 1.65 1.49 1.49 -1.49 -1.49 -

LOAD 54 (TAZ) -

-

LOAD 61 LOAD 62 (- LOAD 63 (+WLX) WLX) (+WLZ) 1.49 -1.49 1.49 -1.49 -

LOAD 64 (-WLZ) -1.49 -1.49

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

0.75 0.75 -

-0.75 -0.75

LOAD 75 (PA)

-

-

-

-

LOAD 75 (PA) -

-

1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49

LOAD 75 (PA) 1.49 1.49 1.49

1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49 1.49

PRIMARY LOAD CASES LOAD 1 LOAD 2 LOAD 3

SEISMIC IN X-DIRECTION (SQX) SEISMIC IN Y-DIRECTION (SQY) SEISMIC IN Z-DIRECTION (SQZ)

LOAD 11 LOAD 12 LOAD 13 LOAD 14

DEAD LOAD (DL) FIREPROOFING LOAD (FP) LIVE LOAD (LL) CABLE TRAY LOAD (CT)

LOAD 21 LOAD 22 LOAD 23

EQUIPMENT / PIPING EMPTY LOAD (EE/PE) EQUIPMENT / PIPING OPERATING LOAD (EO/PO) EQUIPMENT / PIPING TESTING LOAD (ET/PT)

LOAD 51 LOAD 52 LOAD 53 LOAD 54

FRICTION LOAD IN +X-DIRECTION (FX) FRICTION LOAD IN +Z-DIRECTION (FZ) ANCHOR LOAD IN +X-DIRECTION (TAX) ANCHOR LOAD IN +Z-DIRECTION (TAZ)

LOAD 61 LOAD 62 LOAD 63 LOAD 64

WIND LOAD IN +X-DIRECTION (+WLX) WIND LOAD IN -X-DIRECTION (-WLX) WIND LOAD IN +Z-DIRECTION (+WLZ) WIND LOAD IN -Z-DIRECTION (-WLZ)

LOAD 75

ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)

LOAD LOAD 1 LOAD 2 LOAD 3 LOAD 11 LOAD 12 LOAD 13 LOAD 14 COMBINATION (SQX) (SQY) (SQZ) (DL) (FP) (LL) (CT) SEVICEBILITY LIMIT STATE (SLS) LOAD COMBINATION USED FOR FOUNDATION AND STEEL DESIGN EMPTY CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY LOAD COMB201 1 1 1 1

LOAD 21 (EE/PE)

LOAD 22 (EO/PO)

LOAD 23 (ET/PT)

LOAD 51 (FX)

LOAD 52 (FZ)

LOAD 53 (TAX)

LOAD 54 (TAZ)

1

-

-

-

-

-

-

-

-

-

-

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND LOAD COMB202 1 1 1 1 LOAD COMB203 1 1 1 1 LOAD COMB204 1 1 1 1 LOAD COMB205 1 1 1 1

1 1 1 1

-

-

-

-

-

-

1 1 -

-1 -1

1 1 -

-1 -1

DEAD LOAD + FIRE PROOFING + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND (SHUT DOWN ) LOAD COMB206 1 1 1 LOAD COMB207 1 1 1 LOAD COMB208 1 1 1 LOAD COMB209 1 1 1

1 1 1 1

-

-

-

-

-

-

1 1 -

-1 -1

1 1 -

-1 -1

-

-

1 1 1 1

1 1 1 1

1 1 -

-1 -1

1 1 -

-1 -1

OPERATING CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOAD LOAD COMB210 1 1 1 1 1 LOAD COMB211 1 1 1 1 1 LOAD COMB212 1 1 1 1 1 LOAD COMB213 1 1 1 1 1 -

LOAD 61 LOAD 62 (- LOAD 63 LOAD 64 ((+WLX) WLX) (+WLZ) WLZ)

LOAD COMBINATION LOAD COMB214 LOAD COMB215 LOAD COMB216 LOAD COMB217

LOAD 1 (SQX) -

LOAD 2 (SQY) -

LOAD 3 (SQZ) -

LOAD 11 (DL) 1 1 1 1

LOAD 12 (FP) 1 1 1 1

LOAD 13 (LL) 1 1 1 1

LOAD 14 (CT) 1 1 1 1

LOAD 21 (EE/PE) -

LOAD 22 (EO/PO) 1 1 1 1

LOAD 23 (ET/PT) -

LOAD 51 (FX) -

LOAD 52 (FZ) -

LOAD 53 (TAX) 1 1 1 1

LOAD 54 (TAZ) -1 -1 -1 -1

LOAD 61 LOAD 62 (- LOAD 63 LOAD 64 ((+WLX) WLX) (+WLZ) WLZ) 1 1 1 -1 -1 1 -1 -1

LOAD COMB218 LOAD COMB219 LOAD COMB220 LOAD COMB221

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

1 1 1 1

-

-

-

-1 -1 -1 -1

1 1 1 1

1 1 -

-1 -1

1 1 -

-1 -1

LOAD COMB222 LOAD COMB223 LOAD COMB224 LOAD COMB225

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

1 1 1 1

-

-

-

-1 -1 -1 -1

-1 -1 -1 -1

1 1 -

-1 -1

1 1 -

-1 -1

HYDROTEST CONDITION DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + ANCHOR LOAD + REDUCED WIND LOAD LOAD COMB226 1 1 1 1 1 LOAD COMB227 1 1 1 1 1 LOAD COMB228 1 1 1 1 1 LOAD COMB229 1 1 1 1 1 -

-

1 1 1 1

1 1 1 1

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

LOAD COMB230 LOAD COMB231 LOAD COMB232 LOAD COMB233

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

-

1 1 1 1

-

-

1 1 1 1

-1 -1 -1 -1

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

LOAD COMB234 LOAD COMB235 LOAD COMB236 LOAD COMB237

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

-

1 1 1 1

-

-

-1 -1 -1 -1

1 1 1 1

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

LOAD COMB238 LOAD COMB239 LOAD COMB240 LOAD COMB241

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

-

1 1 1 1

-

-

-1 -1 -1 -1

-1 -1 -1 -1

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

LOAD COMBINATION USED FOR LOCAL BEAM DESIGN DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + FRICTION LOAD + WIND LOAD + ADDITIONAL LOAD LOAD COMB250 1 1 1 1 1 1 1 LOAD COMB251 1 1 1 1 1 1 1 LOAD COMB252 1 1 1 1 1 1 1 LOAD COMB253 1 1 1 1 1 1 1

-

-

1 1 -

-1 -1

1 1 -

-1 -1

LOAD COMB254 LOAD COMB255 LOAD COMB256 LOAD COMB257

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

1 1 1 1

-

1 1 1 1

-1 -1 -1 -1

-

-

1 1 -

-1 -1

1 1 -

-1 -1

LOAD COMB258 LOAD COMB259 LOAD COMB260 LOAD COMB261

-

-

-

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

-

1 1 1 1

-

-1 -1 -1 -1

1 1 1 1

-

-

1 1 -

-1 -1

1 1 -

-1 -1

LOAD COMBINATION LOAD COMB262 LOAD COMB263 LOAD COMB264 LOAD COMB265

LOAD 1 (SQX) -

LOAD 2 (SQY) -

LOAD 3 (SQZ) -

LOAD 11 (DL) 1 1 1 1

LOAD 12 (FP) 1 1 1 1

LOAD 13 (LL) 1 1 1 1

LOAD 14 (CT) 1 1 1 1

LOAD 21 (EE/PE) -

LOAD 22 (EO/PO) 1 1 1 1

LOAD 23 (ET/PT) -

LOAD 51 (FX) -1 -1 -1 -1

LOAD 52 (FZ) -1 -1 -1 -1

LOAD 53 (TAX) -

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOAD LOAD COMB266 1 1 1 1 1 1 1 LOAD COMB267 1 1 1 1 1 1 1 LOAD COMB268 1 1 1 1 1 1 1 LOAD COMB269 1 1 1 1 1 1 1 LOAD COMB270 1 1 1 1 1 1 -1 LOAD COMB271 1 1 1 1 1 1 -1 LOAD COMB272 1 1 1 1 1 1 -1 LOAD COMB273 1 1 1 1 1 1 -1 LOAD COMB274 1 1 1 1 1 -1 1 LOAD COMB275 1 1 1 1 1 -1 1 LOAD COMB276 1 1 1 1 1 -1 1 LOAD COMB277 1 1 1 1 1 -1 1 LOAD COMB278 1 1 1 1 1 -1 -1 LOAD COMB279 1 1 1 1 1 -1 -1 LOAD COMB280 1 1 1 1 1 -1 -1 LOAD COMB281 1 1 1 1 1 -1 -1 -

LOAD 54 (TAZ) -

-

LOAD 61 LOAD 62 (- LOAD 63 LOAD 64 ((+WLX) WLX) (+WLZ) WLZ) 1 1 1 -1 -1 1 -1 -1

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

0.5 0.5 -

-0.5 -0.5

LOAD 75 (PA)

-

-

-

-

LOAD 75 (PA) -

-

1 1 1 1 1 1 1 1 1 1 1 1

LOAD 75 (PA) 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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