D:\FORTRAN\BINB>SRG A PROGRAM FOR ONE WAY , TWO WAY & CANTILEVER SLABS BY Er R.G.GUPTA *BASED ON LIMIT STATE METHOD* FOR FY=415.0 N/MM2 AND FCK IN N/MM2 LX =SHORT SPAN IN MTRS LY =LONG SPAN IN MTRS OD =OVERALL DEPTH IN CMS W =LOAD IN TONNES/METER2(UN-FACTORED) N =SUPPORT CONDITION AS PER IS-456 IF SUPPORT CONDITION IS CORRECT THEN C=1 OTHERWISE C=0 FOR ONE WAY SLABS USE K =1,IF SLAB IS DISCONTINUIOUS OVER SUPPORTS, OTHERWISE USE K =2, FOR SLAB IS CONTINUIOUS OVER SUPPORTS USE K =3, FOR SLAB IS CANTILEVER USE J = 0 IF DESIGN OF SLABS ARE TO BE CONTINUED OTHERWISE USE J= 1 FCK =25. LX =3.5 LY =4.2 OD =12. W =0.8 ECOVER=2.5 SLAB IS TWO WAY SLAB N =4 SELECTED CONDITION IS 2 ADJACENT EDGES DISCONTINUED C =1 SLAB UNSAFE IN DEFLECTION & AMF= 1.52 RMF= 1.84 .334 3.169 204.622 1.707 .384 3.644 177.949 1.859 DIA1 = 10. DIA2 = 10. .060 .59 3.64 DIA= 10. SPACING= 21. .047 .46 2.09 DIA= 10. SPACING= 29. J =