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

Aim

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

Introduction

Here we are going to Sketch the G+1 Residential Plan of height 3 m according to Vastu and also we will calculate the Dead load,Live Load and wind Load on the building.

Procedure

Calculation Of Dead Load

1.Column(300x400)

Assuming the length of column as 3m

Total volume of the concrete= 0.3x0.4x3=0.36m cube

Unit weight of the concrte= 25KN/m cube

Dead load of the column =25x.36= 9 KN

Here the total number of column are 20,since all the column are of same size thus all column will have same weight.

2.BEAM B1 (200 x 500)

Assuming the length of beam as 3m

Total volume of the concrete=0.2x0.5x3=0.3m cube

Unit weight of the concrte= 25KN/m cube

Dead load of the Beam =25x.3= 7.5KN

Here the total number of Beam are 29,all beam will have same weight.

3.SLAB

Thickness of Slab=150 mm

Unit weight of the concrte= 25KN/m cube

Dead Load of Slab= .150x25=3.75 KN/m sq

4. Walls

Unit weight of wall=20KN/m cube

dead load of wall = 3x.23x20=13.8KN/m

Calculation of live load

Live Load for bed room=2 KN/m sq

Live load for Kitchen=2 KN/m sq

Live Load for washroom=2 KN/m sq

Live Load for Pooja Room=2 KN/m sq

Live Load for Balcony =2KN/m sq

Calculation of wind Load

since then height of our building is not more then 10 m therefore we do not need to consider any wind load.