CALCULATION OF TIME PERIOD & SEISMIC BASE SHEAR FOR MULTISTORY STRUCTURE/FRAME  AS PER  uniform building code {UBC} under Indian conditions. ( Actual program is available in Super Civil CD )
SEISMIC ZONE NUMBER { F0 }	ONE TWO THREE FOUR FIVE
TYPE OF STRUCTURE	RESIDENTIAL BUILDING INDUSTRIAL STRUCTURE COMMUNITY CENTER HOSPITAL WATER TOWER SCHOOL BRIDGE INFLAMMABLE GAS CONTAINER POISONOUS LIQUID CONTAINAER
SOIL TYPE { N : SPT VALUE }	ROCK/GOOD SOIL [N>30] MEDIUM SOIL [10<N<30] SOFT SOIL [N<10]
FOUNDATION  TYPE	PILE ON GOOD SOIL PILE ON SOFT SOIL RAFT FOUNDATION FOOTING WITH TIE BEAM FOOTING WITHOUT TIE
TYPE OF FRAMING	DUCTILE CONC MRF $ DUCTILE MRF STEEL $ NORMAL CONC MRF $ NORMAL STEEL MRF $ CONC SHEAR WALL MASONRY SHEAR WALL BRACED STEEL FRAMES DUCTILE CONCRETE MRF # DUCTILE STEEL MRF #
MRF: MOMENT RESISTING FRAME
$ : WITH INFILL MASONRY WALL
# : WITHOUT INFILL MASONRY WALL

Enter  Storey Height, Weight Of Each Floor & Click Calculate.
FLOOR NUMBER	STOREY HEIGHT (M)	WEIGHT  (TONS)	SEISMIC LATERAL FORCE (TONS)	SEISMIC SHEAR (TONS)
ROOF
1st FLOOR
2nd FLOOR
3rd FLOOR
4th FLOOR
5th FLOOR
6th FLOOR
7th FLOOR
8th FLOOR
9th FLOOR
10th FLOOR
11th FLOOR
12th FLOOR
13th FLOOR
14th FLOOR
TIME PERIOD IN SECONDS : : C =  : I VALUE =
SOIL FACTOR ß = : TOTAL  HEIGHT OF STRUCTURE =
SYSTEM PERFORMANCE FACTOR { RW } : # OF STOREY =
TOTAL BASE SHEAR  { VB } =  IN TONS.
TOTAL  WEIGHT =  IN TONS.: ZONE FACTOR { F0 }=
SEISMIC LATERAL FORCE AS % OF TOTAL VERTICAL WEIGHT  =