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 :800shallbefollowedi

grating etc.) Hexagonal head bolts, screws & nuts of product Grade C Plain washers Steel chequered plates Hexagonal bolts and nuts (M42 to M150) IS: 432 IS: 1363 IS: 2016 IS: 3502 IS: 3138 12.4 Anchor bolts Material for Anchor Bolts such as MS bars, washers, nuts, pipe sleeves and plates etc. shall be as per relevant IS codes as mentioned above.

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  Plate, Chequered, Chequered plates, Elpac test

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