Load Combination Eurocode

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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 DEAD LOAD (DL)- Gk

LOAD 12 FIREPROOFING LOAD (FP)- Gk

LOAD 13 LIVE LOAD (LL)- Qk

LOAD 14 CABLE TRAY LOAD (CT)- Gk

LOAD 15 SNOW LOAD (SL)- Qk

LOAD 21 EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- Gk LOAD 22 EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- Qk LOAD 23 EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk LOAD 51 FRICTION LOAD IN +X-DIRECTION (FX)- Qk LOAD 52 FRICTION LOAD IN +Z-DIRECTION (FZ)- Qk LOAD 53 ANCHOR LOAD IN +X-DIRECTION (TAX)- Qk LOAD 54 ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk LOAD 61 WIND LOAD IN +X-DIRECTION (+WLX)- Qk LOAD 62 WIND LOAD IN -X-DIRECTION (-WLX)- Qk LOAD 63 WIND LOAD IN +Z-DIRECTION (+WLZ)- Qk LOAD 64 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 Sr. Load 1 2 3 11 12 13 14 15 21 22 23 51 52 53 54 61 62 63 64 75

Conditions No. Comb SQX SQY SQZ DL FP LL CT SL EE/PE EO/PO ET/PT FX FZ TAX TAZ +WLX -WLX +WLZ -WLZ PA

Empty 1 201 . . . 1.49 1.49 - 1.49 . 1.49 . - . . . -2 202 . . . 1.49 1.49 1.65 1.49 . 1.49 . - . . . - . . . . -3 203 . . . 1.32 1.32 1.65 1.32 . 1.32 . - . . . . 1.65 . . . -4 204 . . . 1.32 1.32 1.65 1.32 . 1.32 . - . . . 1.65 . . -5 205 . . . 1.32 1.32 1.65 1.32 . 1.32 . - . . . 1.65 . -6 206 . . . 1.32 1.32 1.65 1.32 . 1.32 . - . . . - 1.65 -7 207 . . . 0.90 0.90 . 0.90 . 0.90 - . - . . . 1.65 . . - . 8 208 . . . 0.90 0.90 . 0.90 . 0.90 - . - . . . . 1.65 . - . 9 209 . . . 0.90 0.90 . 0.90 . 0.90 - . - . . . 1.65 - . 10 210 . . . 0.90 0.90 . 0.90 . 0.90 - . - . . . 1.65 . Operating 11 211 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 1.65 - . . - . 12 212 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 1.65 1.65 . . - . 13 213 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 1.65 - 1.65 . - . 14 214 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 1.65 - . 1.65 - . 15 215 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 1.65 - . . 1.65 . 16 216 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 -1.65 1.65 . . - . 17 217 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 -1.65 - 1.65 . - . 18 218 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 -1.65 - . 1.65 - . 19 219 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - 1.65 -1.65 - . . 1.65 . 20 220 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 1.65 1.65 . . - . 21 221 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 1.65 - 1.65 . - . 22 222 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 1.65 - . 1.65 - . 23 223 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 1.65 - . . 1.65 . 24 224 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 -1.65 1.65 . . - . 25 225 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 -1.65 - 1.65 . - . 26 226 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 -1.65 - . 1.65 - . 27 227 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . - - -1.65 -1.65 - . . 1.65 .

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Loading Combinations and Factors for Steel/Concrete Design Test 28 228 - - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 1.65 0.825 . . - . 29 229 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 1.65 - 0.825 . - . 30 230 - - . 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 1.65 . . 0.825 - . 31 231 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 1.65 . . . 0.825 . 32 232 - - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 -1.65 0.825 . . - . 33 233 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 -1.65 - 0.825 . - . 34 234 - - . 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 -1.65 . . 0.825 - . 35 235 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . 1.65 -1.65 . . . 0.825 . 36 236 - - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 1.65 0.825 . . - . 37 237 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 1.65 - 0.825 . - . 38 238 - - . 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 1.65 . . 0.825 - . 39 239 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 1.65 . . . 0.825 . 40 240 - - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 -1.65 0.825 . . - . 41 241 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 -1.65 - 0.825 . - . 42 242 - - . 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 -1.65 . . 0.825 - . 43 243 . - - 1.32 1.32 - 1.32 . 1.32 - 1.65 - . -1.65 -1.65 . . . 0.825 .

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

Load Sr. Load 1 2 3 11 12 13 14 15 21 22 23 51 52 53 54 61 62 63 64 75

Conditions No. Comb SQX SQY SQZ DL FP LL CT SL EE/PE EO/PO ET/PT FX FZ TAX TAZ +WLX -WLX +WLZ -WLZ PA

Operating 44 244 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 1.65 - - 1.65 . . - 1.65 45 245 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 1.65 - - - 1.65 . - 1.65 46 246 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 1.65 - - - . 1.65 - 1.65 47 247 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 1.65 - - - . . 1.65 1.65 48 248 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 -1.65 - - 1.65 . . - 1.65 49 249 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 -1.65 - - - 1.65 . - 1.65 50 250 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 -1.65 - - - . 1.65 - 1.65 51 251 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . 1.65 -1.65 - - - . . 1.65 1.65 52 252 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 1.65 - - 1.65 . . - 1.65 53 253 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 1.65 - - - 1.65 . - 1.65 54 254 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 1.65 - - - . 1.65 - 1.65 55 255 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 1.65 - - - . . 1.65 1.65 56 256 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 -1.65 - - 1.65 . . - 1.65 57 257 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 -1.65 - - - 1.65 . - 1.65 58 258 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 -1.65 - - - . 1.65 - 1.65 59 259 . . . 1.32 1.32 1.65 1.32 . 1.32 1.65 . -1.65 -1.65 - - - . . 1.65 1.65 Test 60 260 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 1.65 - - 0.825 . . - 1.65 61 261 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 1.65 - - - 0.825 . - 1.65 62 262 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 1.65 - - . . 0.825 - 1.65 63 263 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 1.65 - - . . . 0.825 1.65 64 264 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 -1.65 - - 0.825 . . - 1.65 65 265 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 -1.65 - - - 0.825 . - 1.65 66 266 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 -1.65 - - . . 0.825 - 1.65 67 267 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 1.65 -1.65 - - . . . 0.825 1.65 68 268 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 1.65 - - 0.825 . . - 1.65 69 269 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 1.65 - - - 0.825 . - 1.65 70 270 . . . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 1.65 - - . . 0.825 - 1.65 71 271 - - - 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 1.65 - - . . . 0.825 1.65 72 272 . - - 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 -1.65 - - 0.825 . . - 1.65 73 273 - - . 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 -1.65 - - - 0.825 . - 1.65 74 274 . - - 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 -1.65 - - . . 0.825 - 1.65 75 275 - - - 1.32 1.32 1.65 1.32 . 1.32 . 1.65 -1.65 -1.65 - - . . . 0.825 1.65

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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 DEAD LOAD (DL)- Gk

LOAD 12 FIREPROOFING LOAD (FP)- Gk

LOAD 13 LIVE LOAD (LL)- Qk

LOAD 14 CABLE TRAY LOAD (CT)- Gk

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 Sr. Load 1 2 3 11 12 13 14 21 22 23 51 52 53 54 61 62 63 64 75

Conditions No. Comb SQX SQY SQZ DL FP LL CT EE/PE EO/PO ET/PT FX FZ TAX TAZ +WLX -WLX +WLZ -WLZ PA

Empty 1 201 . . . 1.35 1.35 - 1.35 1.35 . - . . . -2 202 . . . 1.35 1.35 1.50 1.35 1.35 . - . . . - . . . . -3 203 . . . 1.20 1.20 1.50 1.20 1.20 . - . . . . 1.50 . . . -4 204 . . . 1.20 1.20 1.50 1.20 1.20 . - . . . 1.50 . . -5 205 . . . 1.20 1.20 1.50 1.20 1.20 . - . . . 1.50 . -6 206 . . . 1.20 1.20 1.50 1.20 1.20 . - . . . - 1.50 -7 207 . . . 0.90 0.90 . 0.90 0.90 - . - . . . 1.50 . . - . 8 208 . . . 0.90 0.90 . 0.90 0.90 - . - . . . . 1.50 . - . 9 209 . . . 0.90 0.90 . 0.90 0.90 - . - . . . 1.50 - . 10 210 . . . 0.90 0.90 . 0.90 0.90 - . - . . . 1.50 . Operating 11 211 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 1.50 - . . - . 12 212 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 1.50 1.50 . . - . 13 213 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 1.50 - 1.50 . - . 14 214 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 1.50 - . 1.50 - . 15 215 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 1.50 - . . 1.50 . 16 216 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 -1.50 1.50 . . - . 17 217 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 -1.50 - 1.50 . - . 18 218 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 -1.50 - . 1.50 - . 19 219 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - 1.50 -1.50 - . . 1.50 . 20 220 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 1.50 1.50 . . - . 21 221 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 1.50 - 1.50 . - . 22 222 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 1.50 - . 1.50 - . 23 223 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 1.50 - . . 1.50 . 24 224 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 -1.50 1.50 . . - . 25 225 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 -1.50 - 1.50 . - . 26 226 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 -1.50 - . 1.50 - . 27 227 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . - - -1.50 -1.50 - . . 1.50 .

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Loading Combinations and Factors for Steel/Concrete Design- Global Analysis Test 28 228 - - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 1.50 0.75 . . - . 29 229 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 1.50 - 0.75 . - . 30 230 - - . 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 1.50 . . 0.75 - . 31 231 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 1.50 . . . 0.75 . 32 232 - - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 -1.50 0.75 . . - . 33 233 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 -1.50 - 0.75 . - . 34 234 - - . 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 -1.50 . . 0.75 - . 35 235 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . 1.50 -1.50 . . . 0.75 . 36 236 - - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 1.50 0.75 . . - . 37 237 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 1.50 - 0.75 . - . 38 238 - - . 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 1.50 . . 0.75 - . 39 239 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 1.50 . . . 0.75 . 40 240 - - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 -1.50 0.75 . . - . 41 241 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 -1.50 - 0.75 . - . 42 242 - - . 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 -1.50 . . 0.75 - . 43 243 . - - 1.20 1.20 - 1.20 1.20 - 1.50 - . -1.50 -1.50 . . . 0.75 .

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

Load Sr. Load 1 2 3 11 12 13 14 21 22 23 51 52 53 54 61 62 63 64 75

Conditions No. Comb SQX SQY SQZ DL FP LL CT EE/PE EO/PO ET/PT FX FZ TAX TAZ +WLX -WLX +WLZ -WLZ PA

Operating 44 244 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 1.50 - - 1.50 . . - 1.50 45 245 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 1.50 - - - 1.50 . - 1.50 46 246 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 1.50 - - - . 1.50 - 1.50 47 247 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 1.50 - - - . . 1.50 1.50 48 248 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 -1.50 - - 1.50 . . - 1.50 49 249 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 -1.50 - - - 1.50 . - 1.50 50 250 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 -1.50 - - - . 1.50 - 1.50 51 251 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . 1.50 -1.50 - - - . . 1.50 1.50 52 252 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 1.50 - - 1.50 . . - 1.50 53 253 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 1.50 - - - 1.50 . - 1.50 54 254 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 1.50 - - - . 1.50 - 1.50 55 255 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 1.50 - - - . . 1.50 1.50 56 256 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 -1.50 - - 1.50 . . - 1.50 57 257 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 -1.50 - - - 1.50 . - 1.50 58 258 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 -1.50 - - - . 1.50 - 1.50 59 259 . . . 1.20 1.20 1.50 1.20 1.20 1.50 . -1.50 -1.50 - - - . . 1.50 1.50 Test 60 260 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 1.50 - - 0.75 . . - 1.50 61 261 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 1.50 - - - 0.75 . - 1.50 62 262 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 1.50 - - . . 0.75 - 1.50 63 263 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 1.50 - - . . . 0.75 1.50 64 264 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 -1.50 - - 0.75 . . - 1.50 65 265 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 -1.50 - - - 0.75 . - 1.50 66 266 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 -1.50 - - . . 0.75 - 1.50 67 267 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 1.50 -1.50 - - . . . 0.75 1.50 68 268 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 1.50 - - 0.75 . . - 1.50 69 269 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 1.50 - - - 0.75 . - 1.50 70 270 . . . 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 1.50 - - . . 0.75 - 1.50 71 271 - - - 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 1.50 - - . . . 0.75 1.50 72 272 . - - 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 -1.50 - - 0.75 . . - 1.50 73 273 - - . 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 -1.50 - - - 0.75 . - 1.50 74 274 . - - 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 -1.50 - - . . 0.75 - 1.50 75 275 - - - 1.20 1.20 1.50 1.20 1.20 . 1.50 -1.50 -1.50 - - . . . 0.75 1.50

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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 DEAD LOAD (DL)- Gk

LOAD 12 FIREPROOFING LOAD (FP)- Gk LOAD 13 LIVE LOAD (LL)- Qk

LOAD 14 CABLE TRAY LOAD (CT)- Gk LOAD 15 SNOW LOAD (SL)- Qk

LOAD 75 ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)

LOAD COMB101 - - - 1.49 1.49 1.65 1.49 1.49 - - -

-LOAD COMB102 - - - 1.49 1.49 1.65 1.49 1.49 - - - 1.49 - -

-LOAD COMB103 - - - 1.49 1.49 1.65 1.49 1.49 - - - 1.49 - - -1.49

LOAD COMB104 - - - 1.49 1.49 1.65 1.49 1.49 - - - -1.49 1.49

-LOAD COMB105 - - - 1.49 1.49 1.65 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 - - - 1.49 - 1.49 -LOAD COMB107 - - - 0.9 0.9 - 0.9 0.9 - - - 1.49 - - -1.49 LOAD COMB108 - - - 0.9 0.9 - 0.9 0.9 - - - -1.49 1.49 -LOAD COMB109 - - - 0.9 0.9 - 0.9 0.9 - - - -1.49 - -1.49 OPERATING CONDITION LOAD COMB110 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 1.49 1.49 - 1.49 -LOAD COMB111 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 1.49 1.49 - - -1.49 LOAD COMB112 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 1.49 - -1.49 1.49 -LOAD COMB113 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 1.49 - -1.49 - -1.49

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOAD

LOAD 64 (-WLZ) 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 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP)

(6)

LOAD 64 (-WLZ) LOAD 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP) LOAD COMB114 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 -1.49 1.49 - 1.49 -LOAD COMB115 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 -1.49 1.49 - - -1.49 LOAD COMB116 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 -1.49 - -1.49 1.49 -LOAD COMB117 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - 1.49 -1.49 - -1.49 - -1.49 LOAD COMB118 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 1.49 1.49 - 1.49 -LOAD COMB119 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 1.49 1.49 - - -1.49 LOAD COMB120 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 1.49 - -1.49 1.49 -LOAD COMB121 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 1.49 - -1.49 - -1.49 LOAD COMB122 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 -1.49 1.49 - 1.49 -LOAD COMB123 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 -1.49 1.49 - - -1.49 LOAD COMB124 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 -1.49 - -1.49 1.49 -LOAD COMB125 - - - 1.49 1.49 1.65 1.49 - 1.49 - - - -1.49 -1.49 - -1.49 - -1.49 LOAD COMB126 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 1.49 0.75 - 0.75 -LOAD COMB127 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 1.49 0.75 - - -0.75 LOAD COMB128 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 1.49 - -0.75 0.75 -LOAD COMB129 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 1.49 - -0.75 - -0.75 LOAD COMB130 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 -1.49 0.75 - 0.75 -LOAD COMB131 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 -1.49 0.75 - - -0.75 LOAD COMB132 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 -1.49 - -0.75 0.75 -LOAD COMB133 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - 1.49 -1.49 - -0.75 - -0.75 LOAD COMB134 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 1.49 0.75 - 0.75 -LOAD COMB135 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 1.49 0.75 - - -0.75 LOAD COMB136 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 1.49 - -0.75 0.75 -LOAD COMB137 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 1.49 - -0.75 - -0.75 LOAD COMB138 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 -1.49 0.75 - 0.75 -LOAD COMB139 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 -1.49 0.75 - - -0.75 LOAD COMB140 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 -1.49 - -0.75 0.75 -LOAD COMB141 - - - 1.49 1.49 1.65 1.49 - - 1.49 - - -1.49 -1.49 - -0.75 - -0.75 LOAD COMB150 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 1.49 - - 1.49 - 1.49 -LOAD COMB151 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 1.49 - - 1.49 - - -1.49 LOAD COMB152 - - - 1.49 1.49 1.65 1.49 - 1.49 - 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 LOAD COMB154 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 -1.49 - - 1.49 - 1.49 -LOAD COMB155 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 -1.49 - - 1.49 - - -1.49 LOAD COMB156 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 -1.49 - - - -1.49 1.49 -LOAD COMB157 - - - 1.49 1.49 1.65 1.49 - 1.49 - 1.49 -1.49 - - - -1.49 - -1.49 LOAD COMB158 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 1.49 - - 1.49 - 1.49 -LOAD COMB159 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 1.49 - - 1.49 - - -1.49 LOAD COMB160 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 1.49 - - - -1.49 1.49 -LOAD COMB161 - - - 1.49 1.49 1.65 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 -HYDROTEST CONDITION

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + ANCHOR LOAD + REDUCED WIND LOAD

LOAD COMBINATION USED FOR LOCAL BEAM DESIGN

(7)

LOAD 64 (-WLZ) LOAD 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP) LOAD COMB163 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 -1.49 - - 1.49 - - -1.49 LOAD COMB164 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 -1.49 - - - -1.49 1.49 -LOAD COMB165 - - - 1.49 1.49 1.65 1.49 - 1.49 - -1.49 -1.49 - - - -1.49 - -1.49 LOAD COMB166 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 1.49 - - 0.75 - 0.75 -LOAD COMB167 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 1.49 - - 0.75 - - -0.75 LOAD COMB168 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 1.49 - - - -0.75 0.75 -LOAD COMB169 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 1.49 - - - -0.75 - -0.75 - -LOAD COMB170 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 -1.49 - - 0.75 - 0.75 -LOAD COMB171 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 -1.49 - - 0.75 - - -0.75 LOAD COMB172 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 -1.49 - - - -0.75 0.75 -LOAD COMB173 - - - 1.49 1.49 1.65 1.49 - - 1.49 1.49 -1.49 - - - -0.75 - -0.75 - -LOAD COMB174 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 1.49 - - 0.75 - 0.75 -LOAD COMB175 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 1.49 - - 0.75 - - -0.75 LOAD COMB176 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 1.49 - - - -0.75 0.75 -LOAD COMB177 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 1.49 - - - -0.75 - -0.75 - -LOAD COMB178 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 -1.49 - - 0.75 - 0.75 -LOAD COMB179 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 -1.49 - - 0.75 - - -0.75 LOAD COMB180 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 -1.49 - - - -0.75 0.75 -LOAD COMB181 - - - 1.49 1.49 1.65 1.49 - - 1.49 -1.49 -1.49 - - - -0.75 - -0.75

(8)

-DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOAD

LOAD 75 (PA) ULTIMATE LIMIT STATE (ULS)

(9)

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 HYDROTEST CONDITION

(10)

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 DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOAD

(11)

LOAD 1 SEISMIC IN X-DIRECTION (SQX) LOAD 2 SEISMIC IN Y-DIRECTION (SQY) LOAD 3 SEISMIC IN Z-DIRECTION (SQZ) LOAD 11 DEAD LOAD (DL)

LOAD 12 FIREPROOFING LOAD (FP) LOAD 13 LIVE LOAD (LL)

LOAD 14 CABLE TRAY LOAD (CT)

LOAD 21 EQUIPMENT / PIPING EMPTY LOAD (EE/PE) LOAD 22 EQUIPMENT / PIPING OPERATING LOAD (EO/PO) LOAD 23 EQUIPMENT / PIPING TESTING LOAD (ET/PT) LOAD 51 FRICTION LOAD IN +X-DIRECTION (FX) LOAD 52 FRICTION LOAD IN +Z-DIRECTION (FZ) LOAD 53 ANCHOR LOAD IN +X-DIRECTION (TAX) LOAD 54 ANCHOR LOAD IN +Z-DIRECTION (TAZ) LOAD 61 WIND LOAD IN +X-DIRECTION (+WLX) LOAD 62 WIND LOAD IN -X-DIRECTION (-WLX) LOAD 63 WIND LOAD IN +Z-DIRECTION (+WLZ) LOAD 64 WIND LOAD IN -Z-DIRECTION (-WLZ)

LOAD 75 ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)

- - - 1 1 1 1 1 - - - -LOAD COMB202 - - - 1 1 1 1 1 - - - 1 - 1 -LOAD COMB203 - - - 1 1 1 1 1 - - - 1 - - -1 LOAD COMB204 - - - 1 1 1 1 1 - - - -1 1 -LOAD COMB205 - - - 1 1 1 1 1 - - - -1 - -1 LOAD COMB206 - - - 1 1 - 1 1 - - - 1 - 1 -LOAD COMB207 - - - 1 1 - 1 1 - - - 1 - - -1 LOAD COMB208 - - - 1 1 - 1 1 - - - -1 1 -LOAD COMB209 - - - 1 1 - 1 1 - - - -1 - -1 LOAD COMB210 - - - 1 1 1 1 - 1 - - - 1 1 1 - 1 -LOAD COMB211 - - - 1 1 1 1 - 1 - - - 1 1 1 - - -1 LOAD COMB212 - - - 1 1 1 1 - 1 - - - 1 1 - -1 1 -LOAD COMB213 - - - 1 1 1 1 - 1 - - - 1 1 - -1 - -1 LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP) LOAD 64 (-WLZ) SEVICEBILITY LIMIT STATE (SLS)

LOAD 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD COMB201

OPERATING CONDITION

(12)

LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP) LOAD 64 (-WLZ) LOAD 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD COMB214 - - - 1 1 1 1 - 1 - - - 1 -1 1 - 1 -LOAD COMB215 - - - 1 1 1 1 - 1 - - - 1 -1 1 - - -1 LOAD COMB216 - - - 1 1 1 1 - 1 - - - 1 -1 - -1 1 -LOAD COMB217 - - - 1 1 1 1 - 1 - - - 1 -1 - -1 - -1 - - - 1 1 1 1 - 1 - - - -1 1 1 - 1 -LOAD COMB219 - - - 1 1 1 1 - 1 - - - -1 1 1 - - -1 LOAD COMB220 - - - 1 1 1 1 - 1 - - - -1 1 - -1 1 -LOAD COMB221 - - - 1 1 1 1 - 1 - - - -1 1 - -1 - -1 LOAD COMB222 - - - 1 1 1 1 - 1 - - - -1 -1 1 - 1 -LOAD COMB223 - - - 1 1 1 1 - 1 - - - -1 -1 1 - - -1 LOAD COMB224 - - - 1 1 1 1 - 1 - - - -1 -1 - -1 1 -LOAD COMB225 - - - 1 1 1 1 - 1 - - - -1 -1 - -1 - -1 LOAD COMB226 - - - 1 1 1 1 - - 1 - - 1 1 0.5 - 0.5 -LOAD COMB227 - - - 1 1 1 1 - - 1 - - 1 1 0.5 - - -0.5 LOAD COMB228 - - - 1 1 1 1 - - 1 - - 1 1 - -0.5 0.5 -LOAD COMB229 - - - 1 1 1 1 - - 1 - - 1 1 - -0.5 - -0.5 LOAD COMB230 - - - 1 1 1 1 - - 1 - - 1 -1 0.5 - 0.5 -LOAD COMB231 - - - 1 1 1 1 - - 1 - - 1 -1 0.5 - - -0.5 LOAD COMB232 - - - 1 1 1 1 - - 1 - - 1 -1 - -0.5 0.5 -LOAD COMB233 - - - 1 1 1 1 - - 1 - - 1 -1 - -0.5 - -0.5 LOAD COMB234 - - - 1 1 1 1 - - 1 - - -1 1 0.5 - 0.5 -LOAD COMB235 - - - 1 1 1 1 - - 1 - - -1 1 0.5 - - -0.5 LOAD COMB236 - - - 1 1 1 1 - - 1 - - -1 1 - -0.5 0.5 -LOAD COMB237 - - - 1 1 1 1 - - 1 - - -1 1 - -0.5 - -0.5 LOAD COMB238 - - - 1 1 1 1 - - 1 - - -1 -1 0.5 - 0.5 -LOAD COMB239 - - - 1 1 1 1 - - 1 - - -1 -1 0.5 - - -0.5 LOAD COMB240 - - - 1 1 1 1 - - 1 - - -1 -1 - -0.5 0.5 -LOAD COMB241 - - - 1 1 1 1 - - 1 - - -1 -1 - -0.5 - -0.5 LOAD COMB250 - - - 1 1 1 1 - 1 - 1 1 - - 1 - 1 -LOAD COMB251 - - - 1 1 1 1 - 1 - 1 1 - - 1 - - -1 LOAD COMB252 - - - 1 1 1 1 - 1 - 1 1 - - - -1 1 -LOAD COMB253 - - - 1 1 1 1 - 1 - 1 1 - - - -1 - -1 LOAD COMB254 - - - 1 1 1 1 - 1 - 1 -1 - - 1 - 1 -LOAD COMB255 - - - 1 1 1 1 - 1 - 1 -1 - - 1 - - -1 LOAD COMB256 - - - 1 1 1 1 - 1 - 1 -1 - - - -1 1 -LOAD COMB257 - - - 1 1 1 1 - 1 - 1 -1 - - - -1 - -1 LOAD COMB258 - - - 1 1 1 1 - 1 - -1 1 - - 1 - 1 -LOAD COMB259 - - - 1 1 1 1 - 1 - -1 1 - - 1 - - -1 LOAD COMB260 - - - 1 1 1 1 - 1 - -1 1 - - - -1 1 -LOAD COMB261 - - - 1 1 1 1 - 1 - -1 1 - - - -1 - -1 LOAD COMB218 HYDROTEST CONDITION

(13)

LOAD 22 (EO/PO) LOAD 23 (ET/PT) LOAD 51 (FX) LOAD COMBINATION LOAD 1 (SQX) LOAD 2 (SQY) LOAD 3 (SQZ) LOAD 11 (DL) LOAD 12 (FP) LOAD 64 (-WLZ) LOAD 52 (FZ) LOAD 53 (TAX) LOAD 54 (TAZ) LOAD 61 (+WLX) LOAD 62 (-WLX) LOAD 63 (+WLZ) LOAD 13 (LL) LOAD 14 (CT) LOAD 21 (EE/PE) LOAD COMB262 - - - 1 1 1 1 - 1 - -1 -1 - - 1 - 1 -LOAD COMB263 - - - 1 1 1 1 - 1 - -1 -1 - - 1 - - -1 LOAD COMB264 - - - 1 1 1 1 - 1 - -1 -1 - - - -1 1 -LOAD COMB265 - - - 1 1 1 1 - 1 - -1 -1 - - - -1 - -1 LOAD COMB266 - - - 1 1 1 1 - - 1 1 1 - - 0.5 - 0.5 -LOAD COMB267 - - - 1 1 1 1 - - 1 1 1 - - 0.5 - - -0.5 LOAD COMB268 - - - 1 1 1 1 - - 1 1 1 - - - -0.5 0.5 -LOAD COMB269 - - - 1 1 1 1 - - 1 1 1 - - - -0.5 - -0.5 - -LOAD COMB270 - - - 1 1 1 1 - - 1 1 -1 - - 0.5 - 0.5 -LOAD COMB271 - - - 1 1 1 1 - - 1 1 -1 - - 0.5 - - -0.5 LOAD COMB272 - - - 1 1 1 1 - - 1 1 -1 - - - -0.5 0.5 -- - - 1 1 1 1 - - 1 1 -1 - - - -0.5 - -0.5 - -LOAD COMB274 - - - 1 1 1 1 - - 1 -1 1 - - 0.5 - 0.5 -LOAD COMB275 - - - 1 1 1 1 - - 1 -1 1 - - 0.5 - - -0.5 LOAD COMB276 - - - 1 1 1 1 - - 1 -1 1 - - - -0.5 0.5 -LOAD COMB277 - - - 1 1 1 1 - - 1 -1 1 - - - -0.5 - -0.5 - -LOAD COMB278 - - - 1 1 1 1 - - 1 -1 -1 - - 0.5 - 0.5 -LOAD COMB279 - - - 1 1 1 1 - - 1 -1 -1 - - 0.5 - - -0.5 LOAD COMB280 - - - 1 1 1 1 - - 1 -1 -1 - - - -0.5 0.5 -LOAD COMB281 - - - 1 1 1 1 - - 1 -1 -1 - - - -0.5 - -0.5

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOAD

(14)

-LOAD 75 (PA) SEVICEBILITY LIMIT STATE (SLS)

OPERATING CONDITION

(15)

LOAD 75 (PA) -1 1 1 1 1 1 1 1 1 1 1 1 HYDROTEST CONDITION

(16)

LOAD 75 (PA) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOAD