Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
TYPES OF CONSTRUCTION FOR
- COLUMN CENTRE LINE LAYOUT
- COLUMN SCHEDULE
- FOOTING LAYOUT
- FOOTING SCHEDULE
- GROUND BEAM LAYOUT
- GROUND BEAM DETAILS
- PLINTH BEAM LAYOUT
- PLINTH BEAM DETAILS
- GF LINTEL LAYOUT & DETAILS
- STAIR CASE SECTION DETAILS
- SLAB BEAM LAYOUT
- SLAB BEAM DETAILS’’
- SLAB DETAILS
- WATER TANK DETAILS
- BORE LOCATION DETAILS
- PLUMBING DETAILS
LOAD CALCULATION :
- DEAD LOAD
Given data :
- Size of column : 230mm x 375mm
- Height of column : 4.95 m
- Size of beam : 300mm x 500mm
- Thk of slab 125mm
- Solution
- Total no.of column 15.
- Self wight of concrete : 25000kg/cum
- height of column 4.95m
- of the column
- = [unit weight × volume of the column]
- = [ D × ( Hc × Wc × Lc )]
- = [ 2500kg/cum. × ( 4.95 × 0.230m. × 0.375m. )]
- = [ 2500kg/cum. × 0.0.426cum.]
- =
- So total column load
- 1065 x 15
- = 15975 kg total column load
- For total beams load calculate below.
- Total length of all beam assume as per room sizes ( horizontal beams) : 18mtr
- Total length of all beam assume as per room sizes vertical beams) : 20mtr
- So total length of beams: 18+20 = 38mtr
- For beam ( 300 x 450)
- Self wight of concrete : 25000kg/cum
- length of beam 20mtr
- of the beam
- = [unit weight × volume of the beam]
- = [ D × ( Lb × Wb × Db )]
- = [ 2500kg/cum. × ( 20m. × 0.300m. × 0.450m. )]
- = [ 2500kg/cum. × 2.7cum.]
- =
- For slab
- of the slab
- (unit weight x volume of the slab)
- (D X (Ls x Ws x Ts )
- (2500kg/cum x ( 54.33 sqmx 0.125m.)
- (2500 x 6.79)
- CALCULATE LIVE LOAD:
- Live load : 2KN/SQM
- Total slab area: 54.33 SQM
TOTAL LIVE LOAD ON SLAB : 200KG X 54.33 SQM
TOTAL LIVE LOAD: 10866 KG.
- CALCULATE WIND LOAD:
- Pz = 0.6 x Vz^2
- Vz= Vb X K1 X K2 X K3 X K4
- Vz= 39 X 1 X 1.05 X 1.26 X 1
- Vz = 51.597
- Pz= 0.6 x 51.597 ^2
- Pz = 1597.35
Calculate the wall load on a beam of height 4.5m
- Height of the wall = 4.5m
- of the wall = 230mm
- Unit weight of brick wall = 20KN/m^3
- Dead load of wall = 20*4.5*0.23 = 20.7 KN/m
- Total length of wall = 32m
- So dead load on wall per meter 20.7 kn
- So 20.7 x 32 =