 ****  DESIGN OF ISOLATED RECTANGULAR FOOTING ****
 ****  GEOMETRIC DATA ****
DEPTH (X) OF COLUMN SECTION            =   400.00 MM
BREADTH (Y) OF COLUMN SECTION          =   400.00 MM
LENGTH (X) OF FOOTING PROVIDED         =  1200.00 M
BREADTH (Y) OF FOOTING PROVIDED        =  1200.00 M
OVERALL DEPTH (DT) OF FOOTING          =   500.00 MM
 ****  MATERIAL DATA ****
 SBC=   150.00
CHARACTERISTIC STRENGTH OF CONCRETE,Fck  =    25.00     N/mm2

CHARACTERISTIC STRENGTH OF STEEL,FYMAIN      =   415.00     N/mm2

CHARACTERISTIC STRENGTH OF STEEL,FYSEC      =   415.00     N/mm2

UNIT WEIGTH OF CONCRETE                  =    25.0     KN/m3

APPLIED LOAD   ON FOOTING              =   100.00 KN
APP.MOM.ON FOOTING ALONG D OF COL.     =    50.00KN-M
SPACING OF BARS ALONG LENGTH (X)       =    60.00 MM
SPACING OF BARS ALONG BREADTH (Y)      =    60.00 MM
CLEAR COVER TO REINF.                  =    60.00 MM
DIA OF BAR ALONG LENGTH (X)            =    16.00 MM
DIA OF BAR ALONG BREADTH (Y)           =    16.00 MM
 ***** DETAILS OF DESIGNED SECTION FOR CHECK *****
LIMITING MOMENT OF RESISTANCE
 MulimX=        643.683    kN-M/M

LIMITING MOMENT OF RESISTANCE
 MulimY=        613.823    kN-M/M

     *********************************    
     * DESIGN OF RECTANGULAR FOOTING *    
     *********************************    
     ******* DESIGN CONSTANTS ********    
 ******* FOOTING DIMENSIONS ******* 
 AREA OF FOOTING REQUIRED =     120000.664  M2
 BM ALONG LENGTH (X) =  3378394.75  kN-m / m
 BM ALONG BREADTH  (Y) =  3372769.25  kN-m / m
 	******* DEPTH FOR BM *******
 SF ALONG LENGTH (X) =  11238.2129  kN-m / m
 SF ALONG BREADTH  (Y) =  11238.5127  kN-m / m
 
 **** CALCULATION OF REINFORCEMENT ****

AREA OF ONE MAIN BAR (X-DIR)=                 201.062    mm2

AREA OF ONE SECONDARY BAR (Y-DIR) =                  201.062    mm2

MIN STEEL TO BE PROVIDED ASTMIN=         600.000    mm2

AND MAX SPACING ALLOWED =         333.000    mm c/c

 *****ISOLATED FOOTING********
