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 structuresunlessotherwise specified elsewh

conforming to IS: 5624-1993. x Nuts shall conf orm t IS: 1363. x Th re a ding shall be co se co nf orm g t IS: 1367 : 4218. x Sl eve shall be M.S. Tubes ( dium) as p r IS: 1239. x Wa she rshall confo m to IS: 2016. x Sti f en rs shall co om o I :2062 Gr ad -A r G B.

Loading..

Tags:

  1993, 5624, 5624 1993

Information

Related search queries