 ******INPUT DATA******
  ********************
 ********GEOMETRIC DATA**********
 COLUMN DIMEN.ALONG X DIRECTION             =         500.00     mm
 COLUMN DIMEN.ALONG Y DIRECTION             =         400.00     mm
 CLEAR LENGTH                               =           6.0      M
 EFFECTIVE LENGTH(FOR BENDING ALONG X AXIS) =           6.0      M
 EFFECTIVE LENGTH(FOR BENDING ALONG Y AXIS) =           6.0      M
 ********LOADS**********
 DESIGN LOAD                                =         600.00     KN
 DESIGN MOMENT IN X-DIRECTION (BMXX)                      =          25.00     KN-M
 DESIGN MOMENT IN Y-DIRECTION (BMYY)                      =          25.00     KN-M
 ********MATERIAL DATA**********
 CONCRETE GRADE                             =          20.0      N/mm2
 STEEL GRADE                                =         415.0      N/mm2
 DIA OF BAR                                 =          25       mm
 NO OF BARS ABOUT X-AXIS IN ONE FACE        =             4
 NO OF BARS ABOUT Y-AXIS IN ONE FACE        =             4
 ********************
 *******************
 OUTPUT******************
 ***********************
 *************************
 GROSS AREA REQUIRED                        =         59052.79      mm2
 MIN AREA OF REINFORCEMENT REQUIRED         =        472.42      mm2

 Minimum eccentricity in Y-dirn = 25.3333340  mm
 MOMENT DUE TO MIN. ECC. ABOUT X-AXIS = 15.1999998
 Minimum eccentricity in X-dirn = 28.6666679  mm
 MOMENT DUE TO MIN ECC. ABOUT Y-AXIS =  17.2000008
 MOMENT DUE TO SLENDER IN X-DIRECTION       =         27.00      KN-M
 MOMENT DUE TO SLENDER IN Y-DIRECTION       =          0.00      KN-M
 MIN BARS REQD. IN ONE FACE ABOUT X-AXIS          =          3
 MIN BARS REQD. IN ONE FACE ABOUT Y-AXIS          =          2
 ECCENTRICITY ALONG X-AXIS                  =          41.67     mm
 ECCENTRICITY ALONG Y-AXIS                  =          86.67     mm

 AXIAL LOAD PU                              =         600.00     KN
 MOMENT ABOUT X-AXIS (BMUXX)                    =          52.00     KN-M
 MOMENT ABOUT Y-AXIS (BMUYY)                    =          25.00     KN-M

 
 THE PROPERTIES FOR THE GIVEN SECTION ARE AS:
 
 AXIAL LOAD PU                              =         603.27     KN
 UNIAXIAL MOMENT CAPACITY ABOUT X-AXIS (BMUX1)  =         354.16     KN-M
 UNIAXIAL MOMENT CAPACITY ABOUT Y-AXIS (BMUY1)  =         481.04     KN-M
 SIZE OF COLUMN                             =      500.0 mm X  400.0mm
 DIA OF BAR USED                            =          25
 TOTAL NOS OF BARS                          =           8
 AREA  OF  REINFORCEMENT   PROVIDED ASC     =        3926.99     mm2
 52000000.0 25000000.0 1.00145829
 BMUXX/BMUX1 TO POWER ALPHA                    =           0.15
 BMUYY/BMUY1 TO POWER ALPHA                    =           0.05
 THEIR SUM                                  =           0.20
 **********************
 HENCE SECTION IS SAFE
 *************************
 KXX=DEPTH OF NETURAL AXIS/OVERALL DEPTH= 0.447105348
 PUX= 607.532288
 BMUX1= 354.157318 knm
 KYY=DEPTH OF NETURAL AXIS/OVERALL DEPTH= 0.454105258
 PUY= 603.265869
 BMUY1= 481.041046 knm
 THE AXIAL LOAD PU= 603.265869 KN.
 MOMENT ABOUT X AXIS BMUXX= 52.0000000 KN-M
 MOMENT ABOUT Y AXIS BMUYY= 25.0000000 KN-M
 SIZE OF THE COLUMN: 500.000000 mm.X 400.000000 mm
 NO OF  25 mm BARS= 8
 THE AREA PROVIDED IS EQUAL TO  3926.99097  sqmm
 THE NO OF BARS ABOUT X AXIS= 4
 THE NO OF BARS ABOUT Y AXIS= 4
 THE STRENGTH OF CONCRETE TO BE USED= 20.0000000
 THE STRENGTH OF THE STEEL TO BE USED= 415.000000
 USE 8 mm TIES@ 300.000000 mm c/c
 
