Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Important structural drawings are:
- centre line diagram
- Footing and cloumn layout wih reinforecement details
- column schdule with reinforcement details
- plinth beam layout with reinforcement details
- first floor beam layout with reinforcement details
- first floor slab layout with reinforcement details
- lift pit and head room reinforcement details
Dead load for the structural elements columns beams and slabs are
dead load of cloumn are
dimensions of all columns are 500mm*500mm
then unit weight of Rcc structure is 25KN/m2
then unit weight of column C1= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
unit weight of column C2= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
unit weight of column C3= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
unit weight of column C4= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
unit weight of column C5= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
unit weight of column C6= 0.5*0.5*3 = 0.75
= 0.75* 25= 18.75 KN
dead load of beams are
dimensions of all beams are 200mm*500mm
then unit weight of Rcc structure is 25KN/m2
then unit weight of beam B1= 0.2*0.5*0.2 = 0.02
= 0.02* 25= 0.5 KN
unit weight of beam B2= 0.2*0.5*0.2 = 0.02
= 0.02* 25= 0.5 KN
unit weight of beam B3= 0.2*0.5*0.2 = 0.02
= 0.02* 25= 0.5 KN
unit weight of beam B4= 0.2*0.5*0.2 = 0.02
= 0.02* 25= 0.5 KN
unit weight of beam B5= 0.2*0.5*0.2 = 0.02
= 0.02* 25= 0.5 KN
dead load of slab is = unit weight of slab * thickness
= 25* 0.27= 6.27 KN
Live load of the structure to be considerd as per IS code are:
- Live load acting on the kitchen is 2.0 KN/m2
- Live load acting on the bedroom is 2.0 KN/m2
- Live load acting on the bathroom is 2.0 KN/m2
- Live load acting on the hall and dining room is 2.0 KN/m2
- Live load acting on the corredor is 3.0 KN/m2
As per IS code the wind load is not considered for the building structure having height less than 10m.