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

Aim:To draw the G+1 residential plan and related structural drawings required for the plan that have drawn

For this drawing the required structural drawings are of Column Schedule,Beam Schedule ,Slab Bottom and Top reinforecemnt details.

Considered Beams,Columns and Slab of Load calculations are as follows

Beams :

B1=450X600(2no's),B2=300X450,B2a=300X450(2no's),B1a=450X600(2no's)

B3=200x300(2no's),B3a=200X300

Volume of B1=0.45X0.6X10

=2.7m^3

Dead load =2.7m^3X25kn/m^3

=67.5KN

Volume of B1a=0.45X0.6X8

=2.16m^3

Dead Load =2.16m^3X25kn/m^3

=54KN

Volume of B2=0.3X0.45X10

=1.35m^3

Dead Load = 1.35m^3X25kn/m^3

=33.75KN

Volume of B2a=0.3X0.45X8

=1.08m^3

Dead Load = 1.08m^3X25kn/m^3

=27KN

Volume of B3=0.2X0.3X4

=0.24m^3

Dead Load = 0.24m^3X25kn/m^3

=6KN

Volume of B3a=0.2X0.3X2.5

=0.15m^3

Dead Load =3.75KN

Columns:

C1=600X600(10no's),C2=400X350(2no's),C3=400x400(2no's)

Volume of C1=0.6X0.6X3.5

=1.26m^3

Dead Load=1.26m^3X25kn/m^3

=31.5KN

Volume of C2=0.4X0.35X3.5

=0.49m^3

Dead Load = 0.49m^3X25kn/m^3

=12.25KN

Volume of C3=0.4X0.4X3.5

=0.56m^3

Dead Load=0.56m^3X25kn/m^3

=14KN

Slabs:

Slab(1)=10X8 of thickness 0.150m

Slab(2)=4X2.5 of thickness 0.125m

Volume of Slab(1)=10X8X0.15

=12m^3

Dead Load =12m^3X25kn/m^3

=300KN
Volume of Slab(2)=4X2.5X0.125

=1.25m^3

Dead Load =1.25m^3X25kn/m^3

=31.25KN

Live load :

Living/Dining=3kn/m^3

Bedroom=2kn/m^3

Kitchen=2kn/m^3

Bathroom=2kn/m^3

Store Room=2kn/m^3

Terrace=2kn/m^3

As per IS Code WIND LOAD is not applicable for the buildings G+2 and are of height below 10m