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 }
TYPE OF STRUCTURE
SOIL TYPE { N : SPT VALUE }
FOUNDATION  TYPE 
TYPE OF FRAMING 
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 = : 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  =