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

Importance of structural drawing:

i.) Centre line of drawing

ii.) Footing and column layout with reinforcement details

iii.) Column schedule with reinforcement details

iv.) Plinth beam layout with reinforcement

v.) Firt floor beam layout reinforcement

vi.) First floor slab layout with reinforcement

vii.) Lift pit headroom reinforcement

Column size as =457mmx228mmx3048mm

Beam Size as = 304mmx228mm

Slab =120mm

Aim: To calculate the load acting on the proposed structure

Procedure:

Dead Load:

Self weight of Column = 0.45 x 0.22 x 3.04 x 25 = 7.52 kN

Self weight of Beam = 0.3 x 0.22 x 25 = 1.65 kN/m

Self weight of slab = 0.12 x 25 = 3 kN/m^2

Live load:

As per IS 875 part 2:

Kitchen = 1.45 kN/m^2

Living room = 1.45kN/m^2

Toilet and bathroom = 1.45kN/m^2

Bedrooms = 1.45 kN/m^2

Wind load:

As per IS 875 part3, wind load shall not be considered for building height lesser than 10m.