ANALYSIS OF RC BUNKER
( Actual program is available in Super Civil CD )
DENSITY OF STORED MATERIAL IN T/M3
THICKNESS OF SLOPPING SLAB IN M
THICKNESS OF WALL IN M
LENGTH OF BUNKER IN M
WIDTH OF BUNKER IN M
LENGTH OF OPENING AT BOTTOM IN M
WIDTH OF OPENING AT BOTTOM IN M
HEIGHT " h1 " IN M
HEIGHT " h2 " IN M
COEFFICIENT OF ACTIVE EARTH PRESSURE

RESULTS PER UNIT LENGTH or WIDTH OF SLOPPING SLAB

TOTAL WT. OF HOPPER BOTTOM BELOW LEVEL OF "X" = TONS
TOTAL WT. OF HOPPER BOTTOM OF DEPTH "h2" = TONS
TOTAL LOADING INTENSITY ON HOPPER SLAB ALONG LENGTH = T/M2
TOTAL LOADING INTENSITY ON HOPPER SLAB ALONG WIDTH  =  T/M2
MAXIMUM BM ALONG HOPPER LENGTH AT MIDSPAN/CORNERS   = T-M/M
MAXIMUM BM ALONG HOPPER WIDTH AT MIDSPAN/CORNERS     = T-M/M
TENSION ALONG HOPPER LENGTH AT MIDSPAN/CORNERS     = T/M
TENSION ALONG HOPPER WIDTH AT MIDSPAN/CORNERS     = T/M
TENSION ALONG HOPPER SLOPE ALONG LENGTH AT CENTER     = T/M
TENSION ALONG HOPPER SLOPE ALONG WIDTH AT CENTER     = T/M
TENSION ALONG HOPPER SLOPE ALONG LENGTH AT TOP     = T/M
TENSION ALONG HOPPER SLOPE ALONG WIDTH AT TOP     = T/M
VERTICAL FORCE ALONG BUNKER PERIPHERY     = T/M