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