Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

1A. G+1 Residential plan, according to vastu shastra.

Assumeing the size of the structural elements (column, Beam, Slab, etc.,) and accordingly calculating the individual corresponding loads form the members as per IS code.

Structural Element	Size (mm)	Load per unit area (KN/m²)	individual corresponding load (KN)
Column	300 × 300	25	2250
Beam	200 × 300	15	900
Slab	100 × 100	5	50

Assumptions:

• Column spacing = 6 m
• Beam span = 4 m
• Slab thickness = 150 mm

Calculations:

• Column load = 25 × 300 × 300 = 2250 KN
• Beam load = 15 × 200 × 300 = 900 KN
• Slab load = 5 × 6 × 4 = 120 KN

The individual corresponding loads are the loads that would be transferred from the structural members to the supporting members.