Transcription of LOAD CONDITION LOAD COMBINATION
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LOAD CONDITION LOAD COMBINATION
:LimitStateOf :LimitStateOfStrengthLOAD CONDITIONLOAD *(DL+ LL+ELo) *(DL+ ELo WL) *(DL+ LL+ELo) * *(DL+ ELo) * *(DL+ ELo+SL) *(DL+ LL +ELo) * SLLOAD CONDITIONLOAD *(DL+ LL) *(DL WL) *(DL SL) *(DL+ LL+ELo) *(DL+ELo) + * (LL WL) *(DL+ELo) + * (LL SL)LOAD CONDITIONLOAD *(DL+ LL+ELo) *(DL+ LL+ELo WL) *(DL+ ELo WL) *(DL+ ELo) * *(DL+ELo+LL SL) *(DL+ ELo SL) *(DL+ ELo) * *(DL+ ELe WL) *(DL+ ELe) * *(DL+ELt WL) *(DL+ ELt) * :LimitStateOfServiceabilityFollowingpoin tsshall benotedwhile doingtheload combinations:xFor structures which are supporting more than one equipment, only oneequipment shall be hydrotested atatimexWherewindloadisthemainloadacting onthestructure,noincreaseinthepermissibl e stress isallowedxEarthquakeisnotlikelyto occur simultaneouslywith 6 permissiblevertical deflectionforRCC membersshall be asper , , CONDITIONLOAD *(DL+ LL+ELo) *(DL+WL) *(DL+ SL) *(DL+ ELo) + *(LL WL) *(DL+ ELo) + *(LL SL)LOAD CONDITIONLOAD *(DL+ ELo) * *(DL+ ELe WL) *(DL+ ELe) *(DL+ LL) *DL+ * *(DL+ELt WL) *(DL+ ELt) PROGRAMSF ollowingcomputer program isusedforanalysisand :AllanalysisanddesignworkrelatedwithRCCo rstructuralsteelshallbe carried out usingSTAAD Pro :456shallbefollowedinthedesignofconcrete structuresunlessotherwise specified elsewhere in thisdocument forspecial :800shallbefollowedinthedesignofnewsteel structuresunles
All anchor bolt sleeves/ pockets and spaces under column bases, shoe plates etc. shall be grouted with free flow, non-shrink (premix type) grout having 28-days minimum cube crushing strength of 40N/mm2. Ordinary cement sand (1:2) grout shall only be used under the base plates of crossover, short pipe supports (not exceeding 1.5 m height)
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