ULS CC3

PRIMARY LOAD CASESLOAD 1SEISMIC IN X-DIRECTION (SQX)- QkLOAD 2SEISMIC IN Y-DIRECTION (SQY)- QkLOAD 3SEISMIC IN Z-DIRECTION (SQZ)- QkLOAD 11DEAD LOAD (DL)- GkLOAD 12FIREPROOFING LOAD (FP)- GkLOAD 13LIVE LOAD (LL)- QkLOAD 14CABLE TRAY LOAD (CT)- GkLOAD 15SNOW LOAD (SL)- Qk

LOAD 21EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- GkLOAD 22EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- QkLOAD 23EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk

LOAD 51FRICTION LOAD IN +X-DIRECTION (FX)- QkLOAD 52FRICTION LOAD IN +Z-DIRECTION (FZ)- QkLOAD 53ANCHOR LOAD IN +X-DIRECTION (TAX)- QkLOAD 54ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk

LOAD 61WIND LOAD IN +X-DIRECTION (+WLX)- QkLOAD 62WIND LOAD IN -X-DIRECTION (-WLX)- QkLOAD 63WIND LOAD IN +Z-DIRECTION (+WLZ)- QkLOAD 64WIND LOAD IN -Z-DIRECTION (-WLZ)- Qk

LOAD 75ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)0.825

Loading Combinations and Factors for Steel/Concrete Design LoadSr.Load1231112131415212223515253546162636475ConditionsNo.CombSQXSQYSQZDLFPLLCTSLEE/PEEO/POET/PTFXFZTAXTAZ+WLX-WLX+WLZ-WLZPAEmpty1201...1.491.49-1.49.1.49.-........-2202...1.491.491.651.49.1.49.-...-....-3203...1.321.321.651.32.1.32.-....1.65...-4204...1.321.321.651.32.1.32.-.....1.65..-5205...1.321.321.651.32.1.32.-......1.65.-6206...1.321.321.651.32.1.32.-......-1.65-7207...0.900.90.0.90.0.90-.-...1.65..-.8208...0.900.90.0.90.0.90-.-....1.65.-.9209...0.900.90.0.90.0.90-.-.....1.65-.10210...0.900.90.0.90.0.90-.-......1.65.Operating11211...1.321.321.651.32.1.321.65.--1.651.65-..-.12212...1.321.321.651.32.1.321.65.--1.651.651.65..-.13213...1.321.321.651.32.1.321.65.--1.651.65-1.65.-.14214...1.321.321.651.32.1.321.65.--1.651.65-.1.65-.15215...1.321.321.651.32.1.321.65.--1.651.65-..1.65.16216...1.321.321.651.32.1.321.65.--1.65-1.651.65..-.17217...1.321.321.651.32.1.321.65.--1.65-1.65-1.65.-.18218...1.321.321.651.32.1.321.65.--1.65-1.65-.1.65-.19219...1.321.321.651.32.1.321.65.--1.65-1.65-..1.65.20220...1.321.321.651.32.1.321.65.---1.651.651.65..-.21221...1.321.321.651.32.1.321.65.---1.651.65-1.65.-.22222...1.321.321.651.32.1.321.65.---1.651.65-.1.65-.23223...1.321.321.651.32.1.321.65.---1.651.65-..1.65.24224...1.321.321.651.32.1.321.65.---1.65-1.651.65..-.25225...1.321.321.651.32.1.321.65.---1.65-1.65-1.65.-.26226...1.321.321.651.32.1.321.65.---1.65-1.65-.1.65-.27227...1.321.321.651.32.1.321.65.---1.65-1.65-..1.65.Test28228---1.321.32-1.32.1.32-1.65-.1.651.650.825..-.29229.--1.321.32-1.32.1.32-1.65-.1.651.65-0.825.-.30230--.1.321.32-1.32.1.32-1.65-.1.651.65..0.825-.31231.--1.321.32-1.32.1.32-1.65-.1.651.65...0.825.32232---1.321.32-1.32.1.32-1.65-.1.65-1.650.825..-.33233.--1.321.32-1.32.1.32-1.65-.1.65-1.65-0.825.-.34234--.1.321.32-1.32.1.32-1.65-.1.65-1.65..0.825-.35235.--1.321.32-1.32.1.32-1.65-.1.65-1.65...0.825.36236---1.321.32-1.32.1.32-1.65-.-1.651.650.825..-.37237.--1.321.32-1.32.1.32-1.65-.-1.651.65-0.825.-.38238--.1.321.32-1.32.1.32-1.65-.-1.651.65..0.825-.39239.--1.321.32-1.32.1.32-1.65-.-1.651.65...0.825.40240---1.321.32-1.32.1.32-1.65-.-1.65-1.650.825..-.41241.--1.321.32-1.32.1.32-1.65-.-1.65-1.65-0.825.-.42242--.1.321.32-1.32.1.32-1.65-.-1.65-1.65..0.825-.43243.--1.321.32-1.32.1.32-1.65-.-1.65-1.65...0.825.Maintenance44244...1.351.50.1.35.1.351.35.1.35.1.50....1.35.Loading Combinations and Factors for Steel/Concrete Design- Local AnalysisLoadSr.Load1231112131415212223515253546162636475ConditionsNo.CombSQXSQYSQZDLFPLLCTSLEE/PEEO/POET/PTFXFZTAXTAZ+WLX-WLX+WLZ-WLZPAOperating44244...1.321.321.651.32.1.321.65.1.651.65--1.65..-1.6545245...1.321.321.651.32.1.321.65.1.651.65---1.65.-1.6546246...1.321.321.651.32.1.321.65.1.651.65---.1.65-1.6547247...1.321.321.651.32.1.321.65.1.651.65---..1.651.6548248...1.321.321.651.32.1.321.65.1.65-1.65--1.65..-1.6549249...1.321.321.651.32.1.321.65.1.65-1.65---1.65.-1.6550250...1.321.321.651.32.1.321.65.1.65-1.65---.1.65-1.6551251...1.321.321.651.32.1.321.65.1.65-1.65---..1.651.6552252...1.321.321.651.32.1.321.65.-1.651.65--1.65..-1.6553253...1.321.321.651.32.1.321.65.-1.651.65---1.65.-1.6554254...1.321.321.651.32.1.321.65.-1.651.65---.1.65-1.6555255...1.321.321.651.32.1.321.65.-1.651.65---..1.651.6556256...1.321.321.651.32.1.321.65.-1.65-1.65--1.65..-1.6557257...1.321.321.651.32.1.321.65.-1.65-1.65---1.65.-1.6558258...1.321.321.651.32.1.321.65.-1.65-1.65---.1.65-1.6559259...1.321.321.651.32.1.321.65.-1.65-1.65---..1.651.65Test60260...1.321.321.651.32.1.32.1.651.651.65--0.825..-1.6561261...1.321.321.651.32.1.32.1.651.651.65---0.825.-1.6562262...1.321.321.651.32.1.32.1.651.651.65--..0.825-1.6563263...1.321.321.651.32.1.32.1.651.651.65--...0.8251.6564264...1.321.321.651.32.1.32.1.651.65-1.65--0.825..-1.6565265...1.321.321.651.32.1.32.1.651.65-1.65---0.825.-1.6566266...1.321.321.651.32.1.32.1.651.65-1.65--..0.825-1.6567267...1.321.321.651.32.1.32.1.651.65-1.65--...0.8251.6568268...1.321.321.651.32.1.32.1.65-1.651.65--0.825..-1.6569269...1.321.321.651.32.1.32.1.65-1.651.65---0.825.-1.6570270...1.321.321.651.32.1.32.1.65-1.651.65--..0.825-1.6571271---1.321.321.651.32.1.32.1.65-1.651.65--...0.8251.6572272.--1.321.321.651.32.1.32.1.65-1.65-1.65--0.825..-1.6573273--.1.321.321.651.32.1.32.1.65-1.65-1.65---0.825.-1.6574274.--1.321.321.651.32.1.32.1.65-1.65-1.65--..0.825-1.6575275---1.321.321.651.32.1.32.1.65-1.65-1.65--...0.8251.65

ULS CC2

PRIMARY LOAD CASESLOAD 1SEISMIC IN X-DIRECTION (SQX)- QkLOAD 2SEISMIC IN Y-DIRECTION (SQY)- QkLOAD 3SEISMIC IN Z-DIRECTION (SQZ)- QkLOAD 11DEAD LOAD (DL)- GkLOAD 12FIREPROOFING LOAD (FP)- GkLOAD 13LIVE LOAD (LL)- QkLOAD 14CABLE TRAY LOAD (CT)- GkLOAD 15SNOW LOAD (SL)- Qk

LOAD 21EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- GkLOAD 22EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- QkLOAD 23EQUIPMENT / PIPING TESTING LOAD (ET/PT)- Qk

LOAD 51FRICTION LOAD IN +X-DIRECTION (FX)- QkLOAD 52FRICTION LOAD IN +Z-DIRECTION (FZ)- QkLOAD 53ANCHOR LOAD IN +X-DIRECTION (TAX)- QkLOAD 54ANCHOR LOAD IN +Z-DIRECTION (TAZ)- Qk

LOAD 61WIND LOAD IN +X-DIRECTION (+WLX)- QkLOAD 62WIND LOAD IN -X-DIRECTION (-WLX)- QkLOAD 63WIND LOAD IN +Z-DIRECTION (+WLZ)- QkLOAD 64WIND LOAD IN -Z-DIRECTION (-WLZ)- Qk

LOAD 75ADDITIONAL 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 AnalysisLoadSr.Load1231112131415212223515253546162636475ConditionsNo.CombSQXSQYSQZDLFPLLCTSLEE/PEEO/POET/PTFXFZTAXTAZ+WLX-WLX+WLZ-WLZPAEmpty1201...1.351.35-1.35.1.35.-........-2202...1.351.351.501.35.1.35.-...-....-3203...1.201.201.501.20.1.20.-....1.50...-4204...1.201.201.501.20.1.20.-.....1.50..-5205...1.201.201.501.20.1.20.-......1.50.-6206...1.201.201.501.20.1.20.-......-1.50-7207...0.900.90.0.90.0.90-.-...1.50..-.8208...0.900.90.0.90.0.90-.-....1.50.-.9209...0.900.90.0.90.0.90-.-.....1.50-.10210...0.900.90.0.90.0.90-.-......1.50.Operating11211...1.201.201.501.20.1.201.50.--1.501.50-..-.12212...1.201.201.501.20.1.201.50.--1.501.501.50..-.13213...1.201.201.501.20.1.201.50.--1.501.50-1.50.-.14214...1.201.201.501.20.1.201.50.--1.501.50-.1.50-.15215...1.201.201.501.20.1.201.50.--1.501.50-..1.50.16216...1.201.201.501.20.1.201.50.--1.50-1.501.50..-.17217...1.201.201.501.20.1.201.50.--1.50-1.50-1.50.-.18218...1.201.201.501.20.1.201.50.--1.50-1.50-.1.50-.19219...1.201.201.501.20.1.201.50.--1.50-1.50-..1.50.20220...1.201.201.501.20.1.201.50.---1.501.501.50..-.21221...1.201.201.501.20.1.201.50.---1.501.50-1.50.-.22222...1.201.201.501.20.1.201.50.---1.501.50-.1.50-.23223...1.201.201.501.20.1.201.50.---1.501.50-..1.50.24224...1.201.201.501.20.1.201.50.---1.50-1.501.50..-.25225...1.201.201.501.20.1.201.50.---1.50-1.50-1.50.-.26226...1.201.201.501.20.1.201.50.---1.50-1.50-.1.50-.27227...1.201.201.501.20.1.201.50.---1.50-1.50-..1.50.Test28228---1.201.20-1.20.1.20-1.50-.1.501.500.75..-.29229.--1.201.20-1.20.1.20-1.50-.1.501.50-0.75.-.30230--.1.201.20-1.20.1.20-1.50-.1.501.50..0.75-.31231.--1.201.20-1.20.1.20-1.50-.1.501.50...0.75.32232---1.201.20-1.20.1.20-1.50-.1.50-1.500.75..-.33233.--1.201.20-1.20.1.20-1.50-.1.50-1.50-0.75.-.34234--.1.201.20-1.20.1.20-1.50-.1.50-1.50..0.75-.35235.--1.201.20-1.20.1.20-1.50-.1.50-1.50...0.75.36236---1.201.20-1.20.1.20-1.50-.-1.501.500.75..-.37237.--1.201.20-1.20.1.20-1.50-.-1.501.50-0.75.-.38238--.1.201.20-1.20.1.20-1.50-.-1.501.50..0.75-.39239.--1.201.20-1.20.1.20-1.50-.-1.501.50...0.75.40240---1.201.20-1.20.1.20-1.50-.-1.50-1.500.75..-.41241.--1.201.20-1.20.1.20-1.50-.-1.50-1.50-0.75.-.42242--.1.201.20-1.20.1.20-1.50-.-1.50-1.50..0.75-.43243.--1.201.20-1.20.1.20-1.50-.-1.50-1.50...0.75.Maintenance44244...1.351.50.1.35.1.351.35.1.35.1.50....1.35.

Loading Combinations and Factors for Steel/Concrete Design- Local AnalysisLoadSr.Load1231112131415212223515253546162636475ConditionsNo.CombSQXSQYSQZDLFPLLCTSLEE/PEEO/POET/PTFXFZTAXTAZ+WLX-WLX+WLZ-WLZPAOperating44244...1.201.201.501.20.1.201.50.1.501.50--1.50..-1.5045245...1.201.201.501.20.1.201.50.1.501.50---1.50.-1.5046246...1.201.201.501.20.1.201.50.1.501.50---.1.50-1.5047247...1.201.201.501.20.1.201.50.1.501.50---..1.501.5048248...1.201.201.501.20.1.201.50.1.50-1.50--1.50..-1.5049249...1.201.201.501.20.1.201.50.1.50-1.50---1.50.-1.5050250...1.201.201.501.20.1.201.50.1.50-1.50---.1.50-1.5051251...1.201.201.501.20.1.201.50.1.50-1.50---..1.501.5052252...1.201.201.501.20.1.201.50.-1.501.50--1.50..-1.5053253...1.201.201.501.20.1.201.50.-1.501.50---1.50.-1.5054254...1.201.201.501.20.1.201.50.-1.501.50---.1.50-1.5055255...1.201.201.501.20.1.201.50.-1.501.50---..1.501.5056256...1.201.201.501.20.1.201.50.-1.50-1.50--1.50..-1.5057257...1.201.201.501.20.1.201.50.-1.50-1.50---1.50.-1.5058258...1.201.201.501.20.1.201.50.-1.50-1.50---.1.50-1.5059259...1.201.201.501.20.1.201.50.-1.50-1.50---..1.501.50Test60260...1.201.201.501.20.1.20.1.501.501.50--0.75..-1.5061261...1.201.201.501.20.1.20.1.501.501.50---0.75.-1.5062262...1.201.201.501.20.1.20.1.501.501.50--..0.75-1.5063263...1.201.201.501.20.1.20.1.501.501.50--...0.751.5064264...1.201.201.501.20.1.20.1.501.50-1.50--0.75..-1.5065265...1.201.201.501.20.1.20.1.501.50-1.50---0.75.-1.5066266...1.201.201.501.20.1.20.1.501.50-1.50--..0.75-1.5067267...1.201.201.501.20.1.20.1.501.50-1.50--...0.751.5068268...1.201.201.501.20.1.20.1.50-1.501.50--0.75..-1.5069269...1.201.201.501.20.1.20.1.50-1.501.50---0.75.-1.5070270...1.201.201.501.20.1.20.1.50-1.501.50--..0.75-1.5071271---1.201.201.501.20.1.20.1.50-1.501.50--...0.751.5072272.--1.201.201.501.20.1.20.1.50-1.50-1.50--0.75..-1.5073273--.1.201.201.501.20.1.20.1.50-1.50-1.50---0.75.-1.5074274.--1.201.201.501.20.1.20.1.50-1.50-1.50--..0.75-1.5075275---1.201.201.501.20.1.20.1.50-1.50-1.50--...0.751.50

ULS (2)

PRIMARY LOAD CASESLOAD 1SEISMIC IN X-DIRECTION (SQX)- QkLOAD 2SEISMIC IN Y-DIRECTION (SQY)- QkLOAD 3SEISMIC IN Z-DIRECTION (SQZ)- QkLOAD 11DEAD LOAD (DL)- GkLOAD 12FIREPROOFING LOAD (FP)- GkLOAD 13LIVE LOAD (LL)- QkLOAD 14CABLE TRAY LOAD (CT)- GkLOAD 15SNOW LOAD (SL)- QkLOAD 21EQUIPMENT / PIPING EMPTY LOAD (EE/PE)- GkLOAD 22EQUIPMENT / PIPING OPERATING LOAD (EO/PO)- QkLOAD 23EQUIPMENT / PIPING TESTING LOAD (ET/PT)- QkLOAD 51FRICTION LOAD IN +X-DIRECTION (FX)- QkLOAD 52FRICTION LOAD IN +Z-DIRECTION (FZ)- QkLOAD 53ANCHOR LOAD IN +X-DIRECTION (TAX)- QkLOAD 54ANCHOR LOAD IN +Z-DIRECTION (TAZ)- QkLOAD 61WIND LOAD IN +X-DIRECTION (+WLX)- QkLOAD 62WIND LOAD IN -X-DIRECTION (-WLX)- QkLOAD 63WIND LOAD IN +Z-DIRECTION (+WLZ)- QkLOAD 64WIND LOAD IN -Z-DIRECTION (-WLZ)- QkLOAD 75ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)LOAD COMBINATIONLOAD 1 (SQX)LOAD 2 (SQY)LOAD 3 (SQZ)LOAD 11 (DL)LOAD 12 (FP)LOAD 13 (LL)LOAD 14 (CT)LOAD 21 (EE/PE)LOAD 22 (EO/PO)LOAD 23 (ET/PT)LOAD 51 (FX)LOAD 52 (FZ)LOAD 53 (TAX)LOAD 54 (TAZ)LOAD 61 (+WLX)LOAD 62 (-WLX)LOAD 63 (+WLZ)LOAD 64 (-WLZ)LOAD 75 (PA)

ULTIMATE LIMIT STATE (ULS)LOAD COMBINATION USED FOR FOUNDATION AND STEEL DESIGNEMPTY CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTYLOAD COMB101---1.491.491.651.491.49-----------

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WINDLOAD COMB102---1.491.491.651.491.49------1.49----LOAD COMB103---1.491.491.651.491.49------1.49---1.49-LOAD COMB104---1.491.491.651.491.49--------1.491.49--LOAD COMB105---1.491.491.651.491.49--------1.49--1.49-

DEAD LOAD + FIRE PROOFING + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND (SHUT DOWN )LOAD COMB106---0.90.9-0.90.9------1.49-1.49--LOAD COMB107---0.90.9-0.90.9------1.49---1.49-LOAD COMB108---0.90.9-0.90.9--------1.491.49--LOAD COMB109---0.90.9-0.90.9--------1.49--1.49-

OPERATING CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOADLOAD COMB110---1.491.491.651.49-1.49---1.491.491.49-1.49--LOAD COMB111---1.491.491.651.49-1.49---1.491.491.49---1.49-LOAD COMB112---1.491.491.651.49-1.49---1.491.49--1.491.49--LOAD COMB113---1.491.491.651.49-1.49---1.491.49--1.49--1.49-

LOAD COMB114---1.491.491.651.49-1.49---1.49-1.491.49-1.49--LOAD COMB115---1.491.491.651.49-1.49---1.49-1.491.49---1.49-LOAD COMB116---1.491.491.651.49-1.49---1.49-1.49--1.491.49--LOAD COMB117---1.491.491.651.49-1.49---1.49-1.49--1.49--1.49-

LOAD COMB118---1.491.491.651.49-1.49----1.491.491.49-1.49--LOAD COMB119---1.491.491.651.49-1.49----1.491.491.49---1.49-LOAD COMB120---1.491.491.651.49-1.49----1.491.49--1.491.49--LOAD COMB121---1.491.491.651.49-1.49----1.491.49--1.49--1.49-

LOAD COMB122---1.491.491.651.49-1.49----1.49-1.491.49-1.49--LOAD COMB123---1.491.491.651.49-1.49----1.49-1.491.49---1.49-LOAD COMB124---1.491.491.651.49-1.49----1.49-1.49--1.491.49--LOAD COMB125---1.491.491.651.49-1.49----1.49-1.49--1.49--1.49-

HYDROTEST CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + ANCHOR LOAD + REDUCED WIND LOADLOAD COMB126---1.491.491.651.49--1.49--1.491.490.75-0.75--LOAD COMB127---1.491.491.651.49--1.49--1.491.490.75---0.75-LOAD COMB128---1.491.491.651.49--1.49--1.491.49--0.750.75--LOAD COMB129---1.491.491.651.49--1.49--1.491.49--0.75--0.75-

LOAD COMB130---1.491.491.651.49--1.49--1.49-1.490.75-0.75--LOAD COMB131---1.491.491.651.49--1.49--1.49-1.490.75---0.75-LOAD COMB132---1.491.491.651.49--1.49--1.49-1.49--0.750.75--LOAD COMB133---1.491.491.651.49--1.49--1.49-1.49--0.75--0.75-

LOAD COMB134---1.491.491.651.49--1.49---1.491.490.75-0.75--LOAD COMB135---1.491.491.651.49--1.49---1.491.490.75---0.75-LOAD COMB136---1.491.491.651.49--1.49---1.491.49--0.750.75--LOAD COMB137---1.491.491.651.49--1.49---1.491.49--0.75--0.75-

LOAD COMB138---1.491.491.651.49--1.49---1.49-1.490.75-0.75--LOAD COMB139---1.491.491.651.49--1.49---1.49-1.490.75---0.75-LOAD COMB140---1.491.491.651.49--1.49---1.49-1.49--0.750.75--LOAD COMB141---1.491.491.651.49--1.49---1.49-1.49--0.75--0.75-

LOAD COMBINATION USED FOR LOCAL BEAM DESIGNDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + FRICTION LOAD + WIND LOAD + ADDITIONAL LOADLOAD COMB150---1.491.491.651.49-1.49-1.491.49--1.49-1.49-1.49LOAD COMB151---1.491.491.651.49-1.49-1.491.49--1.49---1.491.49LOAD COMB152---1.491.491.651.49-1.49-1.491.49----1.491.49-1.49LOAD COMB153---1.491.491.651.49-1.49-1.491.49----1.49--1.491.49

LOAD COMB154---1.491.491.651.49-1.49-1.49-1.49--1.49-1.49-1.49LOAD COMB155---1.491.491.651.49-1.49-1.49-1.49--1.49---1.491.49LOAD COMB156---1.491.491.651.49-1.49-1.49-1.49----1.491.49-1.49LOAD COMB157---1.491.491.651.49-1.49-1.49-1.49----1.49--1.491.49

LOAD COMB158---1.491.491.651.49-1.49--1.491.49--1.49-1.49-1.49LOAD COMB159---1.491.491.651.49-1.49--1.491.49--1.49---1.491.49LOAD COMB160---1.491.491.651.49-1.49--1.491.49----1.491.49-1.49LOAD COMB161---1.491.491.651.49-1.49--1.491.49----1.49--1.491.49

LOAD COMB162---1.491.491.651.49-1.49--1.49-1.49--1.49-1.49-1.49LOAD COMB163---1.491.491.651.49-1.49--1.49-1.49--1.49---1.491.49LOAD COMB164---1.491.491.651.49-1.49--1.49-1.49----1.491.49-1.49LOAD COMB165---1.491.491.651.49-1.49--1.49-1.49----1.49--1.491.49

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOADLOAD COMB166---1.491.491.651.49--1.491.491.49--0.75-0.75-1.49LOAD COMB167---1.491.491.651.49--1.491.491.49--0.75---0.751.49LOAD COMB168---1.491.491.651.49--1.491.491.49----0.750.75-1.49LOAD COMB169---1.491.491.651.49--1.491.491.49----0.75--0.751.49--LOAD COMB170---1.491.491.651.49--1.491.49-1.49--0.75-0.75-1.49LOAD COMB171---1.491.491.651.49--1.491.49-1.49--0.75---0.751.49LOAD COMB172---1.491.491.651.49--1.491.49-1.49----0.750.75-1.49LOAD COMB173---1.491.491.651.49--1.491.49-1.49----0.75--0.751.49--LOAD COMB174---1.491.491.651.49--1.49-1.491.49--0.75-0.75-1.49LOAD COMB175---1.491.491.651.49--1.49-1.491.49--0.75---0.751.49LOAD COMB176---1.491.491.651.49--1.49-1.491.49----0.750.75-1.49LOAD COMB177---1.491.491.651.49--1.49-1.491.49----0.75--0.751.49--LOAD COMB178---1.491.491.651.49--1.49-1.49-1.49--0.75-0.75-1.49LOAD COMB179---1.491.491.651.49--1.49-1.49-1.49--0.75---0.751.49LOAD COMB180---1.491.491.651.49--1.49-1.49-1.49----0.750.75-1.49LOAD COMB181---1.491.491.651.49--1.49-1.49-1.49----0.75--0.751.49

SLS

PRIMARY LOAD CASESLOAD 1SEISMIC IN X-DIRECTION (SQX)LOAD 2SEISMIC IN Y-DIRECTION (SQY)LOAD 3SEISMIC IN Z-DIRECTION (SQZ)LOAD 11DEAD LOAD (DL)LOAD 12FIREPROOFING LOAD (FP)LOAD 13LIVE LOAD (LL)LOAD 14CABLE TRAY LOAD (CT)LOAD 21EQUIPMENT / PIPING EMPTY LOAD (EE/PE)LOAD 22EQUIPMENT / PIPING OPERATING LOAD (EO/PO)LOAD 23EQUIPMENT / PIPING TESTING LOAD (ET/PT)LOAD 51FRICTION LOAD IN +X-DIRECTION (FX)LOAD 52FRICTION LOAD IN +Z-DIRECTION (FZ)LOAD 53ANCHOR LOAD IN +X-DIRECTION (TAX)LOAD 54ANCHOR LOAD IN +Z-DIRECTION (TAZ)LOAD 61WIND LOAD IN +X-DIRECTION (+WLX)LOAD 62WIND LOAD IN -X-DIRECTION (-WLX)LOAD 63WIND LOAD IN +Z-DIRECTION (+WLZ)LOAD 64WIND LOAD IN -Z-DIRECTION (-WLZ)LOAD 75ADDITIONAL 10KN LOAD + 5% AXIAL LOAD OF PIPE OPERATING (PA)LOAD COMBINATIONLOAD 1 (SQX)LOAD 2 (SQY)LOAD 3 (SQZ)LOAD 11 (DL)LOAD 12 (FP)LOAD 13 (LL)LOAD 14 (CT)LOAD 21 (EE/PE)LOAD 22 (EO/PO)LOAD 23 (ET/PT)LOAD 51 (FX)LOAD 52 (FZ)LOAD 53 (TAX)LOAD 54 (TAZ)LOAD 61 (+WLX)LOAD 62 (-WLX)LOAD 63 (+WLZ)LOAD 64 (-WLZ)LOAD 75 (PA)

SEVICEBILITY LIMIT STATE (SLS)LOAD COMBINATION USED FOR FOUNDATION AND STEEL DESIGNEMPTY CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTYLOAD COMB201---11111-----------

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WINDLOAD COMB202---11111------1-1--LOAD COMB203---11111------1---1-LOAD COMB204---11111--------11--LOAD COMB205---11111--------1--1-

DEAD LOAD + FIRE PROOFING + CABLE TRAY + EQUIPMENT / PIPE EMPTY + WIND (SHUT DOWN )LOAD COMB206---11-11------1-1--LOAD COMB207---11-11------1---1-LOAD COMB208---11-11--------11--LOAD COMB209---11-11--------1--1-

OPERATING CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + ANCHOR LOAD + WIND LOADLOAD COMB210---1111-1---111-1--LOAD COMB211---1111-1---111---1-LOAD COMB212---1111-1---11--11--LOAD COMB213---1111-1---11--1--1-

LOAD COMB214---1111-1---1-11-1--LOAD COMB215---1111-1---1-11---1-LOAD COMB216---1111-1---1-1--11--LOAD COMB217---1111-1---1-1--1--1-

LOAD COMB218---1111-1----111-1--LOAD COMB219---1111-1----111---1-LOAD COMB220---1111-1----11--11--LOAD COMB221---1111-1----11--1--1-

LOAD COMB222---1111-1----1-11-1--LOAD COMB223---1111-1----1-11---1-LOAD COMB224---1111-1----1-1--11--LOAD COMB225---1111-1----1-1--1--1-

HYDROTEST CONDITIONDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + ANCHOR LOAD + REDUCED WIND LOADLOAD COMB226---1111--1--110.5-0.5--LOAD COMB227---1111--1--110.5---0.5-LOAD COMB228---1111--1--11--0.50.5--LOAD COMB229---1111--1--11--0.5--0.5-

LOAD COMB230---1111--1--1-10.5-0.5--LOAD COMB231---1111--1--1-10.5---0.5-LOAD COMB232---1111--1--1-1--0.50.5--LOAD COMB233---1111--1--1-1--0.5--0.5-

LOAD COMB234---1111--1---110.5-0.5--LOAD COMB235---1111--1---110.5---0.5-LOAD COMB236---1111--1---11--0.50.5--LOAD COMB237---1111--1---11--0.5--0.5-

LOAD COMB238---1111--1---1-10.5-0.5--LOAD COMB239---1111--1---1-10.5---0.5-LOAD COMB240---1111--1---1-1--0.50.5--LOAD COMB241---1111--1---1-1--0.5--0.5-

LOAD COMBINATION USED FOR LOCAL BEAM DESIGNDEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE OPERATING + FRICTION LOAD + WIND LOAD + ADDITIONAL LOADLOAD COMB250---1111-1-11--1-1-1LOAD COMB251---1111-1-11--1---11LOAD COMB252---1111-1-11----11-1LOAD COMB253---1111-1-11----1--11

LOAD COMB254---1111-1-1-1--1-1-1LOAD COMB255---1111-1-1-1--1---11LOAD COMB256---1111-1-1-1----11-1LOAD COMB257---1111-1-1-1----1--11

LOAD COMB258---1111-1--11--1-1-1LOAD COMB259---1111-1--11--1---11LOAD COMB260---1111-1--11----11-1LOAD COMB261---1111-1--11----1--11

LOAD COMB262---1111-1--1-1--1-1-1LOAD COMB263---1111-1--1-1--1---11LOAD COMB264---1111-1--1-1----11-1LOAD COMB265---1111-1--1-1----1--11

DEAD LOAD + FIRE PROOFING + LIVE LOAD + CABLE TRAY + EQUIPMENT / PIPE TESTING + FRICTION LOAD + REDUCED WIND LOAD + ADDITIONAL LOADLOAD COMB266---1111--111--0.5-0.5-1LOAD COMB267---1111--111--0.5---0.51LOAD COMB268---1111--111----0.50.5-1LOAD COMB269---1111--111----0.5--0.51--LOAD COMB270---1111--11-1--0.5-0.5-1LOAD COMB271---1111--11-1--0.5---0.51LOAD COMB272---1111--11-1----0.50.5-1LOAD COMB273---1111--11-1----0.5--0.51--LOAD COMB274---1111--1-11--0.5-0.5-1LOAD COMB275---1111--1-11--0.5---0.51LOAD COMB276---1111--1-11----0.50.5-1LOAD COMB277---1111--1-11----0.5--0.51--LOAD COMB278---1111--1-1-1--0.5-0.5-1LOAD COMB279---1111--1-1-1--0.5---0.51LOAD COMB280---1111--1-1-1----0.50.5-1LOAD COMB281---1111--1-1-1----0.5--0.51