Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
ANSWERS :
PLAN OF G+1 RESIDENTIAL BUILDING AS PER VASTU
SCANNED COPY
IMAGE FILE
AIM : To Design a Groundfoor and First floor Residential Build as per Vastu Concept to invite and radiate right kind of Positive Energy for a Happy and Peaceful living Experience.
Procedure :
*A plan should contain all the Details to Execute plan at site without any Confusions an decreepancies
here we can see Notes below all the details of member properties like grades and Specifications while in Execution
* It Should Contain Direction and Details of The Drawing and Projects.
list of Structural Drawings Required for Execution of this Building are
1) Center Line Drawing
2) Footing and Column Layout with Reinforcement Details
3)Column Schedule With Reinforcement details
4)Plinth Beam Layout with Reinforcement Details
5) First floor Beam Layout with Reinforcement Details
6) First floor Slab Layout with Reinforcement Details
7) Staicase Headroom Details
Result :
Size of Elements (Dimensions are in mm )
All Columns = 200 x 300
Plinth Beams = 300 x 500
Roof Beams = 300 x 500
Slab Thickness = 125 mm
Wall Thickness = 200 mm
Floor Height = 3100 mm
DEAD LOADS :
Columns = 0.20 x 0.3 x 25 = 1.5 KN/m or 0.2 x 0.3 x 6 x 10 x 25= 90 KN
Plinth and Roof Beams = 0.3 x 0.5 x 25 = 3.75 KN/m
Slab = 0.125 x 25 = 3.125 KN/`m^2`
Clear Heigh of Wall = 3100-500(suspended beam ) =2600
Self Weight of Walls = 0.2 x 2.60x 20 = 10.4 KN/m
LIVE LOADS
as per IS 875 part 2, Table 1, Imposed loads for different occupancies are as follows
Bath room = 2KN/`m^3`
Bed Room = 2KN/`m^3`
Living Room = 2KN/`m^3`
Kitchen = 2KN/`m^3`
Store room = 3 KN/`m^3`
Balcony = 3 KN/`m^3`
Total Live Load on Given Plan = 14KN/`m^3`
Wind Load : from IS 875 PART 3 Clause 5.1, note : Design wind speep up to 1O m height from mean ground level shall be considered constant. Since the Height of Building is less than 10m, Windload design is Not required for this Bulding.
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