Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

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PRIMARY LOADS FOR PROCESS STRUCTURES Load Case Basic Load Case Name Description 1 Seismic Load at X-direction* EQX 2 Seismic Load at Z-direction* EQZ 3 All Dead Loads 3a Self Weight DLsw 3b Floors/Platforms (if not included in the model) DLflpl 3c Finishes (Excluding Fire proofing) DLfn 3d Empty Equipment - Excluding, internals and fireproofing DLeq1 3e Empty Equipment - Including internals and fireproofing DLeq2 3f Cranes parked at gable end without any lifting load DLcr 3g Cable Trays DLct 3h Empty Pipes** DLp 3i Pipe Guide Load DLpg 3j Fire proofing DLfpr 4 Live load due to personnel, etc. LL 5 Wind Structure - x-direction*** WLSx 6 Wind Structure - z-direction*** WLSz 7 Wind Piping - x-direction*** WLPx 8 Wind Piping - z-direction*** WLPz Snow/Sand Load, Qs 9 Piping Normal Fluids at X,Z direction Pfluoxz 10 Piping Normal Fluids at Y direction Pfluoy 11 Hydro Test Load Phydro Notes: Numbers , Basic Load Case Names and Descriptions will be used to generate Load Combinat **DLp1, DLp2, DLp3…DLpn depending on the number of pipes Definitions Live load due to personnel, temp. wall,etc. Floors/Platforms (if not included in the model) Earthquake Load, QE All Dead Loads, Gk Gk Imposed Load, QI Wind Load, QW or transverse direction depending on the orientation of the structure or transverse direction depending on the orientation of the structure

Transcript of Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

Page 1: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

PRIMARY LOADS FOR PROCESS STRUCTURES

Load Case Basic Load Case Name Description

1 Seismic Load at X-direction* EQX2 Seismic Load at Z-direction* EQZ

3 All Dead Loads3a Self Weight DLsw3b Floors/Platforms (if not included in the model) DLflpl3c Finishes (Excluding Fire proofing) DLfn3d Empty Equipment - Excluding, internals and fireproofing DLeq13e Empty Equipment - Including internals and fireproofing DLeq23f Cranes parked at gable end without any lifting load DLcr3g Cable Trays DLct3h Empty Pipes** DLp3i Pipe Guide Load DLpg3j Fire proofing DLfpr

4 Live load due to personnel, etc. LL

5 Wind Structure - x-direction*** WLSx6 Wind Structure - z-direction*** WLSz7 Wind Piping - x-direction*** WLPx8 Wind Piping - z-direction*** WLPz

Snow/Sand Load, Qs9 Piping Normal Fluids at X,Z direction Pfluoxz

10 Piping Normal Fluids at Y direction Pfluoy11 Hydro Test Load Phydro

Notes:Numbers , Basic Load Case Names and Descriptions will be used to generate Load Combinations see next page

**DLp1, DLp2, DLp3…DLpn depending on the number of pipes

DefinitionsLive load due to personnel, temp. wall,etc.Floors/Platforms (if not included in the model)

Earthquake Load, QE

All Dead Loads, Gk

Gk

Imposed Load, QI

Wind Load, QW

* Considering Global axis acting on either longitudinal or transverse direction depending on the orientation of the structure

***Considering local axis acting on either longitudinal or transverse direction depending on the orientation of the structure

Page 2: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

Impact and Vibratory Load (Crane & Hoist Load)Dynamic Load (vibration of turbine, rotating equipment, pump, etc.

Equipment Operating Load (solid, liquid or viscous materials in vessels)

Page 3: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

PRIMARY LOADS FOR PROCESS STRUCTURES

References

Sec. 3.2.22; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.22; MFD-GEN-FWK-CX-7880-0004-001

EN 1991-1-1-2001EN 1991-1-1-2001EN 1991-1-1-2001Sec. 3.2.1.2; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.1.2; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.1.1; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.1.4; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.1.3; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.7; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.16; MFD-GEN-FWK-CX-7880-0004-001

Sec. 3.2.2; MFD-GEN-FWK-CX-7880-0004-001

Sec. 3.2.21; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.21; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.21; MFD-GEN-FWK-CX-7880-0004-001Sec. 3.2.21; MFD-GEN-FWK-CX-7880-0004-001

Sec. 3.2.5; MFD-GEN-FWK-CX-7880-0004-001

Numbers , Basic Load Case Names and Descriptions will be used to generate Load Combinations see next page

Page 4: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATE

Combination Primary Loads

No. Title

1 2 3 4 5 6 7 8 9 10 11

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

EQX EQZ Gk LL WLSx WLSz WLPx WLPz #N/A #N/A #N/A #N/A #N/A Pfluoxz Pfluoy #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Phydro #N/A

I. OPERATING LOAD COMBINATIONS (STR)

Operating w/o Wind, w/ Live,

101 ULS 1 1.35 1.5 1.5 1.5

102 ULS 2 1.35 1.5 -1.5 1.5

Operating w/ Wind, w/ Live

103 ULS 3 1.35 1.5 0.75 0.75 1.5 1.5

104 ULS 4 1.35 1.5 0.75 0.75 -1.5 1.5

105 ULS 5 1.35 1.5 -0.75 -0.75 1.5 1.5

106 ULS 6 1.35 1.5 -0.75 -0.75 -1.5 1.5

107 ULS 7 1.35 1.5 0.75 0.75 1.5 1.5

108 ULS 8 1.35 1.5 0.75 0.75 -1.5 1.5

109 ULS 9 1.35 1.5 -0.75 -0.75 1.5 1.5

110 ULS 10 1.35 1.5 -0.75 -0.75 -1.5 1.5

111 ULS 11 1.35 1.5 0.64 0.64 0.64 0.64 1.5 1.5

112 ULS 12 1.35 1.5 0.64 0.64 0.64 0.64 -1.5 1.5

113 ULS 13 1.35 1.5 0.64 -0.64 0.64 -0.64 1.5 1.5

114 ULS 14 1.35 1.5 0.64 -0.64 0.64 -0.64 -1.5 1.5

115 ULS 15 1.35 1.5 -0.64 0.64 -0.64 0.64 1.5 1.5

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal

Fluids at Y direction

Hydro Test Load

Page 5: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

116 ULS 16 1.35 1.5 -0.64 0.64 -0.64 0.64 -1.5 1.5

117 ULS 17 1.35 1.5 -0.64 -0.64 -0.64 -0.64 1.5 1.5

118 ULS 18 1.35 1.5 -0.64 -0.64 -0.64 -0.64 -1.5 1.5

Operating w/ Wind, w/ Live

119 ULS 19 1.35 1.05 1.5 1.5 1.05 1.05

120 ULS 20 1.35 1.05 1.5 1.5 -1.05 1.05

121 ULS 20 1.35 1.05 -1.5 -1.5 1.05 1.05

122 ULS 22 1.35 1.05 -1.5 -1.5 -1.05 1.05

123 ULS 23 1.35 1.05 1.5 1.5 1.05 1.05

124 ULS 24 1.35 1.05 1.5 1.5 -1.05 1.05

125 ULS 25 1.35 1.05 -1.5 -1.5 1.05 1.05

126 ULS 26 1.35 1.05 -1.5 -1.5 -1.05 1.05

127 ULS 27 1.35 1.05 1.06 1.06 1.06 1.06 1.05 1.05

128 ULS 28 1.35 1.05 1.06 1.06 1.06 1.06 -1.05 1.05

129 ULS 29 1.35 1.05 1.06 -1.06 1.06 -1.06 1.05 1.05

130 ULS 30 1.35 1.05 1.06 -1.06 1.06 -1.06 -1.05 1.05

131 ULS 31 1.35 1.05 -1.06 1.06 -1.06 1.06 1.05 1.05

132 ULS 32 1.35 1.05 -1.06 1.06 -1.06 1.06 -1.05 1.05

133 ULS 33 1.35 1.05 -1.06 -1.06 -1.06 -1.06 1.05 1.05

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134 ULS 34 1.35 1.05 -1.06 -1.06 -1.06 -1.06 -1.05 1.05

Operating w/ Wind, w/oSnow/Sand, wLive (Unfactored DL)

135 ULS 35 1 1.5 1.5

136 ULS 36 1 -1.5 -1.5

137 ULS 37 1 1.5 1.5

138 ULS 38 1 -1.5 -1.5

139 ULS 39 1 1.06 1.06 1.06 1.06

140 ULS 40 1 1.06 -1.06 1.06 -1.06

141 ULS 41 1 -1.06 1.06 -1.06 1.06

142 ULS 42 1 -1.06 -1.06 -1.06 -1.06

Operating w/ Seismic, w/ Live, Tst+

143 ULS 43 1 0.3 1.35 1 1 1

144 ULS 44 1 0.3 1.35 1 -1 1

145 ULS 45 1 -0.3 1.35 1 1 1

146 ULS 46 1 -0.3 1.35 1 -1 1

147 ULS 47 -1 0.3 1.35 1 1 1

148 ULS 48 -1 0.3 1.35 1 -1 1

149 ULS 49 -1 -0.3 1.35 1 1 1

150 ULS 50 -1 -0.3 1.35 1 -1 1

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151 ULS 51 0.3 1 1.35 1 1 1

152 ULS 52 0.3 1 1.35 1 -1 1

153 ULS 53 -0.3 1 1.35 1 1 1

154 ULS 54 -0.3 1 1.35 1 -1 1

155 ULS 55 0.3 -1 1.35 1 1 1

156 ULS 56 0.3 -1 1.35 1 -1 1

157 ULS 57 -0.3 -1 1.35 1 1 1

Page 8: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATE

Combination Primary Loads

No. Title

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

EQX EQZ Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro

I.

101 ULS 1 Gk LL Pfluoxz Pfluoy

101 ULS 1

3 4 9 10

102 ULS 2 Gk LL Pfluoxz Pfluoy

102 ULS 2

3 4 9 10

Operating w/ Wind, w/ Snow/Sand, w Live

103 ULS 3 Gk LL WLSx WLPx Pfluoxz Pfluoy

103 ULS 3

3 4 5 7 9 10

104 ULS 4 Gk LL WLSx WLPx Pfluoxz Pfluoy

104 ULS 4

3 4 5 7 9 10

105 ULS 5 Gk LL WLSx WLPx Pfluoxz Pfluoy

105 ULS 5

3 4 5 7 9 10

106 ULS 6 Gk LL WLSz WLPz Pfluoxz Pfluoy

106 ULS 6

3 4 6 8 9 10

107 ULS 7 Gk LL WLSz WLPz Pfluoxz Pfluoy

107 ULS 7

3 4 6 8 9 10

108 ULS 8 Gk LL WLSz WLPz Pfluoxz Pfluoy

108 ULS 8

3 4 6 8 9 10

109 ULS 9 Gk LL WLSz WLPz Pfluoxz Pfluoy

109 ULS 9

3 4 6 8 9 10

110 ULS 10 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

110 ULS 10

3 4 5 6 7 8 9 10

111 ULS 11 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

111 ULS 11

3 4 5 6 7 8 9 10

112 ULS 12 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

112 ULS 12

3 4 5 6 7 8 9 10

113 ULS 13 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

113 ULS 13

3 4 5 6 7 8 9 10

114 ULS 14 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

114 ULS 14

3 4 5 6 7 8 9 10

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal Fluids at

Y direction

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Page 9: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

115 ULS 15 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

115 ULS 15

3 4 5 6 7 8 9 10

116 ULS 16 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

116 ULS 16

3 4 5 6 7 8 9 10

117 ULS 17 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

117 ULS 17

3 4 5 6 7 8 9 10

118 ULS 18 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

118 ULS 18

3 4 5 6 7 8 9 10

ULS Operating w/ Wind, w/Snow/Sand, w/ Live

119 ULS 19 Gk LL WLSx WLPx Pfluoxz Pfluoy

119 ULS 19

3 4 5 7 9 10

120 ULS 20 Gk LL WLSx WLPx Pfluoxz Pfluoy

120 ULS 20

3 4 5 7 9 10

121 ULS 21 Gk LL WLSx WLPx Pfluoxz Pfluoy

121 ULS 21

3 4 5 7 9 10

122 ULS 22 Gk LL WLSx WLPx Pfluoxz Pfluoy

122 ULS 22

3 4 5 7 9 10

123 ULS 23 Gk LL WLSz WLPz Pfluoxz Pfluoy

123 ULS 23

3 4 6 8 9 10

124 ULS 24 Gk LL WLSz WLPz Pfluoxz Pfluoy

124 ULS 24

3 4 6 8 9 10

125 ULS 25 Gk LL WLSz WLPz Pfluoxz Pfluoy

125 ULS 25

3 4 6 8 9 10

126 ULS 26 Gk LL WLSz WLPz Pfluoxz Pfluoy

126 ULS 26

3 4 6 8 9 10

127 ULS 27 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

127 ULS 27

3 4 5 6 7 8 9 10

128 ULS 28 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

128 ULS 28

3 4 5 6 7 8 9 10

129 ULS 29 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

129 ULS 29

3 4 5 6 7 8 9 10

130 ULS 30 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

130 ULS 30

3 4 5 6 7 8 9 10

131 ULS 31 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

131 ULS 31

3 4 5 6 7 8 9 10

132 ULS 32 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

132 ULS 32

3 4 5 6 7 8 9 10

Page 10: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

133 ULS 33 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

133 ULS 33

3 4 5 6 7 8 9 10

134 ULS 34 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy

134 ULS 34

3 4 5 6 7 8 9 10

Operating w/ Wind, w/oSnow/Sand, wLive (Unfactored DL)

135 ULS 35 Gk WLSx WLPx

135 ULS 35

3 5 7

136 ULS 36 Gk WLSx WLPx

136 ULS 36

3 5 7

137 ULS 37 Gk WLSz WLPz

137 ULS 37

3 6 8

138 ULS 38 Gk WLSz WLPz

138 ULS 38

3 6 8

139 ULS 39 Gk WLSx WLSz WLPx WLPz

139 ULS 39

3 5 6 7 8

140 ULS 40 Gk WLSx WLSz WLPx WLPz

140 ULS 40

3 5 6 7 8

141 ULS 41 Gk WLSx WLSz WLPx WLPz

141 ULS 41

3 5 6 7 8

142 ULS 42 Gk WLSx WLSz WLPx WLPz

142 ULS 42

3 5 6 7 8

ULS Operating w/ Seismic, w/ Live, Tst+

143 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

143 ULS 26

1 1 3 4 9 10

144 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

144 ULS 26

1 1 3 4 9 10

145 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

145 ULS 26

1 1 3 4 9 10

146 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

146 ULS 26

1 1 3 4 9 10

147 ULS 28 EQX EQX Gk LL Pfluoxz Pfluoy

147 ULS 28

1 1 3 4 9 10

148 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

148 ULS 26

1 1 3 4 9 10

149 ULS 29 EQX EQX Gk LL Pfluoxz Pfluoy

149 ULS 29

1 1 3 4 9 10

Page 11: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

150 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

150 ULS 26

1 1 3 4 9 10

151 ULS 30 EQX EQX Gk LL Pfluoxz Pfluoy

151 ULS 30

1 1 3 4 9 10

152 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

152 ULS 26

1 1 3 4 9 10

153 ULS 31 EQX EQX Gk LL Pfluoxz Pfluoy

153 ULS 31

1 1 3 4 9 10

154 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

154 ULS 26

1 1 3 4 9 10

155 ULS 32 EQX EQX Gk LL Pfluoxz Pfluoy

155 ULS 32

1 1 3 4 9 10

156 ULS 26 EQX EQX Gk LL Pfluoxz Pfluoy

156 ULS 26

1 1 3 4 9 10

157 ULS 33 EQX EQX Gk LL Pfluoxz Pfluoy

157 ULS 33

1 1 3 4 9 10

Page 12: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATECombination Primary Loads

No. Title

1 2 3 4 5 6 7 8 9 10 11

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

EQX EQZ Gk LL WLSx WLSz WLPx WLPz #N/A #N/A #N/A #N/A #N/A Pfluoxz Pfluoy #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Phydro #N/A

II. TEST LOAD COMBINATIONS (STR)

Test w/o Wind

401 UTL 1 1.35 1.05

402 UTL 2 1.35 1.05

Test w/ 50% Wind

403 UTL 3 1.35 0.45 0.45 1.05

404 UTL 4 1.35 -0.45 -0.45 1.05

405 UTL 5 1.35 0.45 0.45 1.05

406 UTL 6 1.35 -0.45 -0.45 1.05

407 UTL 7 1.35 0.32 0.32 0.32 0.32 1.05

408 UTL 8 1.35 0.32 -0.32 0.32 -0.32 1.05

409 UTL 9 1.35 -0.32 0.32 -0.32 0.32 1.05

410 UTL 10 1.35 -0.32 -0.32 -0.32 -0.32 1.05

411 UTL 11 1.35 0.45 0.45 1.05

412 UTL 12 1.35 0.45 0.45 1.05

413 UTL 13 1.35 -0.45 -0.45 1.05

414 UTL 14 1.35 -0.45 -0.45 1.05

415 UTL 15 1.35 0.45 0.45 1.05

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal

Fluids at Y direction

Hydro Test Load

Page 13: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

416 UTL 16 1.35 0.45 0.45 1.05

417 UTL 17 1.35 -0.45 -0.45 1.05

418 UTL 18 1.35 -0.45 -0.45 1.05

419 UTL 19 1.35 0.32 0.32 0.32 0.32 1.05

420 UTL 20 1.35 0.32 -0.32 0.32 -0.32 1.05

421 UTL 21 1.35 -0.32 0.32 -0.32 0.32 1.05

422 UTL 22 1.35 -0.32 -0.32 -0.32 -0.32 1.05

Test w/ 50% Wind

423 UTL 23 1.35 1.05 0.75 0.75

424 UTL 24 1.35 1.05 -0.75 -0.75

425 UTL 25 1.35 1.05 0.75 0.75

426 UTL 26 1.35 1.05 -0.75 -0.75

427 UTL 27 1.35 1.05 0.53 0.53 0.53 0.53

428 UTL 28 1.35 1.05 0.53 -0.53 0.53 -0.53

429 UTL 29 1.35 1.05 -0.53 0.53 -0.53 0.53

430 UTL 30 1.35 1.05 -0.53 -0.53 -0.53 -0.53

431 UTL 31 1.35 1.05 0.75 0.75

432 UTL 32 1.35 1.05 0.75 0.75

433 UTL 33 1.35 1.05 -0.75 -0.75

434 UTL 34 1.35 1.05 -0.75 -0.75

435 UTL 35 1.35 1.05 0.75 0.75

436 UTL 36 1.35 1.05 0.75 0.75

437 UTL 37 1.35 1.05 -0.75 -0.75

438 UTL 38 1.35 1.05 -0.75 -0.75

439 UTL 39 1.35 1.05 0.53 0.53 0.53 0.53

440 UTL 40 1.35 1.05 0.53 -0.53 0.53 -0.53

Page 14: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

441 UTL 41 1.35 1.05 -0.53 0.53 -0.53 0.53

442 UTL 42 1.35 1.05 -0.53 -0.53 -0.53 -0.53

Page 15: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATECombination Primary Loads

No. Title

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

EQX EQZ Gk LL WLSx WLSz WLPx WLPz Pfluoxz Pfluoy Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro

II. TEST LOAD COMBINATIONS (STR)

Test w/o Wind

401 UTL 1 Gk Phydro

401 UTL 1

3 11

402 UTL 2 Gk Phydro

402 UTL 2

3 11

Test w/ 50% Wind

403 UTL 3 Gk WLSx WLPx Phydro

403 UTL 3

3 5 7 11

404 UTL 4 Gk WLSx WLPx Phydro

404 UTL 4

3 5 7 11

405 UTL 5 Gk WLSz WLPz Phydro

405 UTL 5

3 6 8 11

406 UTL 6 Gk WLSz WLPz Phydro

406 UTL 6

3 6 8 11

407 UTL 7 Gk WLSx WLSz WLPx WLPz Phydro

407 UTL 7

3 5 6 7 8 11

408 UTL 8 Gk WLSx WLSz WLPx WLPz Phydro

408 UTL 8

3 5 6 7 8 11

409 UTL 9 Gk WLSx WLSz WLPx WLPz Phydro

409 UTL 9

3 5 6 7 8 11

410 UTL 10 Gk WLSx WLSz WLPx WLPz Phydro

410 UTL 10

3 5 6 7 8 11

411 UTL 11 Gk WLSx WLPx Phydro

411 UTL 11

3 5 7 11

412 UTL 12 Gk WLSx WLPx Phydro

412 UTL 12

3 5 7 11

413 UTL 13 Gk WLSx WLPx Phydro

413 UTL 13

3 5 7 11

414 UTL 14 Gk WLSx WLPx Phydro

414 UTL 14

3 5 7 11

415 UTL 15 Gk WLSz WLPz Phydro

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal Fluids at

Y direction

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Page 16: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

415 UTL 15

3 6 8 11

416 UTL 16 Gk WLSz WLPz Phydro

416 UTL 16

3 6 8 11

417 UTL 17 Gk WLSz WLPz Phydro

417 UTL 17

3 6 8 11

418 UTL 18 Gk WLSz WLPz Phydro

418 UTL 18

3 6 8 11

419 UTL 19 Gk WLSx WLSz WLPx WLPz Phydro

419 UTL 19

3 5 6 7 8 11

420 UTL 20 Gk WLSx WLSz WLPx WLPz Phydro

420 UTL 20

3 5 6 7 8 11

421 UTL 21 Gk WLSx WLSz WLPx WLPz Phydro

421 UTL 21

3 5 6 7 8 11

422 UTL 22 Gk WLSx WLSz WLPx WLPz Phydro

422 UTL 22

3 5 6 7 8 11

Test w/ 75% Wind

423 UTL 23 Gk LL WLSx WLPx

3 4 5 7

424 UTL 24 Gk LL WLSx WLPx

3 4 5 7

425 UTL 25 Gk LL WLSz WLPz

3 4 6 8

426 UTL 26 Gk LL WLSz WLPz

3 4 6 8

427 UTL 27 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

428 UTL 28 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

429 UTL 29 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

430 UTL 30 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

431 UTL 31 Gk LL WLSx WLPx

3 4 5 7

432 UTL 32 Gk LL WLSx WLPx

3 4 5 7

433 UTL 33 Gk LL WLSx WLPx

3 4 5 7

434 UTL 34 Gk LL WLSx WLPx

3 4 5 7

435 UTL 35 Gk LL WLSz WLPz

3 4 6 8

436 UTL 36 Gk LL WLSz WLPz

3 4 6 8

437 UTL 37 Gk LL WLSz WLPz

3 4 6 8

438 UTL 38 Gk LL WLSz WLPz

3 4 6 8

439 UTL 39 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

440 UTL 40 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

Page 17: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

441 UTL 41 Gk LL WLSx WLSz WLPx WLPz

3 4 5 6 7 8

442 UTL 42 Gk LL WLSx WLSz WLPx WLPz

Page 18: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATECombination Primary Loads

No. Title

Dead Loads, Gk

1 2 3a 3e 3f 3l 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Self Weight

EQX EQZ DLsw DLeq2 DLcr DLfpr WLSx WLSz WLPx WLPz Pfluoxz Pfluoy Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro

III. ERECTION LOAD COMBINATIONS (EQU)

Erection for Structure only, w/o Wind

501 ERL01 1.1 1.35

502 ERL02 1.1 1.35

503 ERL03 1.1 1.35

504 ERL04 1.1 1.35

505 ERL05 1.1 1.35

506 ERL06 1.1 1.35

507 ERL07 1.1 1.35

508 ERL08 1.1 1.35

Erection for Structure only, w/ Wind

509 ERL09 1.1 1.5

510 ERL10 1.1 -1.5

511 ERL11 1.1 1.5

512 ERL12 1.1 -1.5

513 ERL13 1.1 1.06 1.06

514 ERL14 1.1 1.06 -1.06

515 ERL15 1.1 -1.06 1.06

516 ERL16 1.1 -1.06 -1.06

Erection for Structure only, w/ Wind

517 ERL17 0.9 0.9 0.9 0.9 1.5

518 ERL18 0.9 0.9 0.9 0.9 -1.5

519 ERL19 0.9 0.9 0.9 0.9 1.5

520 ERL20 0.9 0.9 0.9 0.9 -1.5

521 ERL21 0.9 0.9 0.9 0.9 1.06 1.06

Earthquake Loads, QE

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

Empty Equipment -

Including internals and fireproofing

Cranes parked at gable end

without any lifting

load

Fire proofing

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal Fluids at

Y direction

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Page 19: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

522 ERL22 0.9 0.9 0.9 0.9 1.06 -1.06

523 ERL23 0.9 0.9 0.9 0.9 -1.06 1.06

524 ERL24 0.9 0.9 0.9 0.9 -1.06 -1.06

Page 20: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATECombination Primary Loads

No. Title

Dead Loads, Gk

1 2 3a 3e 3f 3l 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Self Weight

EQX EQZ DLsw DLeq2 DLcr DLfpr WLSx WLSz WLPx WLPz Pfluoxz Pfluoy Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro

III. ERECTION LOAD COMBINATIONS (EQU)

Erection for Structure only, w/o Wind

501 ERL01 DLsw Phydro

3a 11

502 ERL02 DLsw Phydro

3a 11

503 ERL03 DLsw Phydro

3a 11

504 ERL04 DLsw Phydro

3a 11

505 ERL05 DLsw Phydro

3a 11

506 ERL06 DLsw Phydro

3a 11

507 ERL07 DLsw Phydro

3a 11

508 ERL08 DLsw Phydro

3a 11

Erection for Structure only, w/ Wind

509 ERL09 DLsw WLSx

3a 5

510 ERL10 DLsw WLSx

3a 5

511 ERL11 DLsw WLSz

3a 6

512 ERL12 DLsw WLSz

3a 6

513 ERL13 DLsw WLSx WLSz

3a 5 6

514 ERL14 DLsw WLSx WLSz

3a 5 6

515 ERL15 DLsw WLSx WLSz

3a 5 6

516 ERL16 DLsw WLSx WLSz

3a 5 6

Erection for Structure only, w/ Wind

517 ERL17 DLsw DLeq2 DLcr DLfpr WLSx

3a 3e 3f 3l 5

518 ERL18 DLsw DLeq2 DLcr DLfpr WLSx

3a 3e 3f 3l 5

519 ERL19 DLsw DLeq2 DLcr DLfpr WLSz

3a 3e 3f 3l 6

520 ERL20 DLsw DLeq2 DLcr DLfpr WLSz

3a 3e 3f 3l 6

521 ERL21 DLsw DLeq2 DLcr DLfpr WLSx WLSz

Earthquake Loads, QE

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

Empty Equipment -

Including internals and fireproofing

Cranes parked at gable end

without any lifting

load

Fire proofing

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal Fluids at

Y direction

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Page 21: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

3a 3e 3f 3l 5 6

522 ERL22 DLsw DLeq2 DLcr DLfpr WLSx WLSz

3a 3e 3f 3l 5 6

523 ERL23 DLsw DLeq2 DLcr DLfpr WLSx WLSz

3a 3e 3f 3l 5 6

524 ERL24 DLsw DLeq2 DLcr DLfpr WLSx WLSz

Page 22: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATE

Combination Primary Loads

No. Title

1 2 3 4 5 6 7 8 9 10

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

EQX EQZ Gk LL WLSx WLSz WLPx WLPz #N/A #N/A #N/A #N/A #N/A Pfluoxz Pfluoy #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

IV. SERVICEABILITY

Operating w/o Wind, w/ Snow/Sand, w Live, w/temp, w/Crane

201 SLS 1 1 1 1 1

202 SLS 2 1 1 -1 1

Operating w/ Wind, w/ Snow/Sand, w Live

203 SLS 3 1 1 1 1 1 1

204 SLS 4 1 1 -1 -1 -1 1

205 SLS 5 1 1 1 1 1 1

206 SLS 6 1 1 1 1 -1 1

207 SLS 7 1 1 -1 -1 1 1

208 SLS 8 1 1 -1 -1 -1 1

209 SLS 9 1 1 0.5 0.5 0.5 0.5 1 1

210 SLS 10 1 1 0.5 0.5 0.5 0.5 -1 1

211 SLS 11 1 1 0.5 -0.5 0.5 -0.5 1 1

212 SLS 12 1 1 0.5 -0.5 0.5 -0.5 -1 1

213 SLS 13 1 1 -0.5 0.5 -0.5 0.5 1 1

214 SLS 14 1 1 -0.5 0.5 -0.5 0.5 -1 1

215 SLS 15 1 1 -0.5 -0.5 -0.5 -0.5 1 1

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Piping Normal

Fluids at Y direction

Page 23: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

216 SLS 16 1 1 -0.5 -0.5 -0.5 -0.5 -1 1

Operating w/ Seismic, w/ Live

217 SLS 17 0.7 0.21 1 1 1 1

218 SLS 18 0.7 0.21 1 1 -1 1

219 SLS 19 0.7 -0.21 1 1 1 1

220 SLS 20 0.7 -0.21 1 1 -1 1

221 SLS 21 -0.7 0.21 1 1 1 1

222 SLS 22 -0.7 0.21 1 1 -1 1

223 SLS 23 -0.7 -0.21 1 1 1 1

224 SLS 24 -0.7 -0.21 1 1 -1 1

225 SLS 25 0.21 0.7 1 1 1 1

226 SLS 26 0.21 0.7 1 1 -1 1

227 SLS 27 -0.21 0.7 1 1 1 1

228 SLS 28 -0.21 0.7 1 1 -1 1

229 SLS 29 0.21 -0.7 1 1 1 1

230 SLS 30 0.21 -0.7 1 1 -1 1

231 SLS 31 -0.21 -0.7 1 1 1 1

Page 24: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

ULTIMATE LIMIT STATE

Combination Primary Loads

No. Title

1 2 3 4 5 6 7 8 9 15 16 17 18 19 20 21 22 23 24 25

#N/A #N/A #N/A #N/A #N/A

EQX EQZ Gk LL WLSx WLSz WLPx WLPz #N/A #N/A #N/A #N/A #N/A Pfluoxz Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro Phydro

IV. SERVICEABILITY

Operating w/o Wind, w/ Snow/Sand, w Live, w/temp, w/Crane

201 SLS 1 Gk LL Pfluoxz Phydro

201 SLS 1

3 4 9 10

202 SLS 2 Gk LL Pfluoxz Phydro

202 SLS 2

3 4 9 10

Operating w/ Wind, w/ Snow/Sand, w Live

203 SLS 3 Gk LL WLSx WLPx Pfluoxz Phydro

203 SLS 3

3 4 5 7 9 10

204 SLS 4 Gk LL WLSx WLPx Pfluoxz Phydro

204 SLS 4

3 4 5 7 9 10

205 SLS 5 Gk LL WLSz WLPz Pfluoxz Phydro

205 SLS 5

3 4 6 8 9 10

206 SLS 6 Gk LL WLSz WLPz Pfluoxz Phydro

206 SLS 6

3 4 6 8 9 10

207 SLS 7 Gk LL WLSz WLPz Pfluoxz Phydro

207 SLS 7

3 4 6 8 9 10

208 SLS 8 Gk LL WLSz WLPz Pfluoxz Phydro

208 SLS 8

3 4 6 8 9 10

209 SLS 9 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

209 SLS 9

3 4 5 6 7 8 9 10

210 SLS 10 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

210 SLS 10

3 4 5 6 7 8 9 10

211 SLS 11 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

211 SLS 11

3 4 5 6 7 8 9 10

212 SLS 12 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

212 SLS 12

3 4 5 6 7 8 9 10

213 SLS 13 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

213 SLS 13

3 4 5 6 7 8 9 10

214 SLS 14 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

214 SLS 14

3 4 5 6 7 8 9 10

215 SLS 15 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

Earthquake Loads, QE

Dead Loads, Gk

Imposed Loads, QI

Wind Loads, QW

Sand/Snow,

Qs

Rain, QR

Thermal Load, Qt Piping Loads, Qp

All other Accompanying

Loads, Qk

Seismic Load at X-direction*

Seismic Load at Z-direction*

All Dead Loads

Live load due to personnel,

etc.

Wind Structure -

x-direction**

*

Wind Structure -

z-direction**

*

Wind Piping - x-direction**

*

Wind Piping - z-direction**

*

Piping Normal Fluids at

X,Z direction

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Hydro Test Load

Page 25: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

215 SLS 15

3 4 5 6 7 8 9 10

216 SLS 16 Gk LL WLSx WLSz WLPx WLPz Pfluoxz Phydro

216 SLS 16

3 4 5 6 7 8 9 10

Operating w/ Seismic, w/ Live

Page 26: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

1

Table 22: IBC Response Spectrum Parameters

IBC (2009) Spectrum Definition Parameter

2 PIPESPipes ≤ 300mm (As 0.5kN/m2)Pipes 300 < d < 400mm ** (As >0.8kN/m2)Pipes > 300mm

Earthquake load based on the Majnoon Field Probabilistic Seismic Hazard Assessment Report with the following parameters:

Ss

S1

Fa

Fv

To

Ts

SDS

SD1

Page 27: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx
Page 28: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx

Value

1.75

2.95

0.086

0.432

3.8m/s2

1.0 m/s2

4.5 m/s2

1.9 m/s2

Page 29: Loads and Load Combinations for Steel-Concrete Process Structures STAAD Input_01.xlsx