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 mem

Structures and its foundations shall be M30 conforming to IS: 456 shall be used using 20mm and down size graded crushed stone aggregate. c) Plain Cement Concrete (PCC): Unless otherwise specified 100mm thick PCC of mix 1:4:8 (by weight, using 20mm and down size grade crushed stone aggregate) shall be provided under all RCC foundations.

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