1)PROGRAMS FOR BUILDING DESIGNS (IS-456)
	I HAVE DEVELOPED DIFFERENT PROGRAMS FOR BI-AXIAL & UNI-AXIAL COLUMNS, BEAM,
	FOOTING, ONE WAY SLAB, TWO WAY SLAB, TORTIONAL MEMBER ETC
	2)PROGRAMS FOR OTHER CIVIL WORKS
	a)PROGRAM FOR WRITING LEVEL BOOK :-
		I HAVE DEVELOPED PROGRAM TO DRAW CROSS SECTION OF ROAD BUT
	MY PROBLEM WAS THAT MANY ENGINEERS CAME TO ME WITHOUT  CALCULATING R.L.
	SO, I HAVE DEVELOPED THIS PROGRAM TO FIND OUT R.L. BY WRITING ONLY BACK SITE,
	INTERMEADIATE SITE & F. S. HERE, YOU HAVE TO TYPE ONLY ABOVE READINGS. IN
	YELLOW CELLS, PROGRAM TAKE CARE OF CHANGE POINT & DERECTLY GIVES R.L.
	b)PROGRAM TO FIND OUT SEISMIC COEFFICIENT
		IN BRIDGE DESIGN, TO DESIGN PIER, IT IS REQUIRE TO FIND OUT SEISMIC COEFFICIENT.
	TO AVOID THIS REPEATED CALCULATION WORK, I HAVE DEVELOPED THIS PROGRAM.
	c)PROGRAM TO FIND OUT MAXIMUM REACTION ON PIER DUE TO 70R LOADS & CLASS-A LOADS
		IN BRIDGE DESIGN, TO DESIGN PIER, IT IS REQUIRE TO FIND OUT MAXIMUM REACTION
	OF 70R-LOADS, CLASS A LOADS ON PIER. TO AVOID THIS REPEATED CALCULATION. I HAVE
	DEVELOPED THIS PROGRAM.
	d)PROGRAM TO FIND OUT MAXIMUM REACTION & MOMENT DUE TO 70R LOADS & CLASS-A LOADS.
		ABOVE PROGRAM IS DEVELOPED TO FIND OUT MAXIMUM MOMENT DUE TO ABOVE
	LOADS.
	e)THIS PROGRAM IS DEVELOPED BY ME TO DESIGN T-BEAM.
		THIS PROGRAM IS DEVELOPED BY ME TO FIND OUT MOMENT OF RESISTANT OF
	GIVEN SECTION & TO FINDOUT SECTION IS OVER REINFORCED OR UNDER RENFORCED.