CALCULATION  OF  DEFLECTION OF RC BEAM / SLAB 
 AS PER IS 456-2000 { ANNEX 'C' }.
( Actual program is available in Super Civil CD )
MEMBER DESIGNATION
SPAN OF MEMBER [ M ]
WIDTH OF WEB [ MM ]
DEPTH [ MM ]
CLEAR COVER TO REINFORCEMENT
CONCRETE GRADE USED
DIAMETER OF TENSILE REINFORCEMENT
NUMBER OF TENSILE BARS
DIAMETER OF COMPRESSIVE REINFORCEMENT
NUMBER OF COMPRESSIVE BARS
UNIFORMLY DISTRIBUTED LOAD {UDL} [ T/M ]
CONCENTRATED LOAD [ T ] **
PERMANENT {DL} COMPONENT OF  LOADING IN %
SELECT NATURE OF BEAM/SLAB
                       
SHORT TERM DEFLECTION OF MEMBER [ MM ]
DEFLECTION DUE TO SHRINKAGE [ MM ]
DEFLECTION DUE TO CREEP [ MM ]
TOTAL DEFLECTION OF MEMBER [ MM ]
SPAN DEFLECTION RATIO
SPAN DEPTH (L/d) RATIO
BENDING MOMENT [ T-M ]
NOTE  : ** A SINGLE POINT LOAD IS ASSUMED TO BE @ CENTER FOR SIMPLY SUPPORTED / FIXED BEAM & @ EDGE FOR CANTILEVER BEAM.