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

AIM:

TO SKETCH A G+1 RESEDENTIAL PLAN ACCORDING TO THE VASTU SASTRA AND LIST DOWN THE STRUCTURAL DRAWING REQUIRED TO BE PROVIDE TO THE SITE FOR THE CONSTRUCTION

ALSO ASSUME THE SIZE OF STRUCTURAL ELEMENT AND CALCULATE THE INDIVIDUAL LOAD FROM THE MEMBER AS PER IS CODE

PROCEDURE

GROUND FLOOR PLAN

FIRST FLOOR PLAN

IMPORTANT STRUCTURAL DRAWING FOR A PROJECT

CENTER LINE DRAWING

FOOTING AND COLUMN LAYOUT WITH REINFORCEMENT DETAILS

COLUMN SCHEDULE WITH REINFORCEMENT DETAILS

PLINTH BEAM LAYOUT WITH REINFORCEMENT DETAIL

FIRST FLOOR BEAM LAYOUT WITH REINFORCEMENT DETAIL

FIRST FLOOR SLAB LAYOUT WITH REINFORCEMENT DETAIL

LIFT PIT AND HEADROOM REINFORCEMENT DETAIL

ASSUME ALL STRUCTURAL ELEMENT DIMENSION IS

COLUMN:300MM*300MM

BEAM:300MM*450MM

SLAB THICKNESS:125MM

EXTERIOR WALL THICKNESS:230MM

INTERIOR WALL THICKNESS:150MM

WALL HEIGHT=4.5M

CALCULATION FOR DEAD LOAD (AS PER IS 875 PART 1)

1)COLUMN

UNIT WEIGHT OF RCC:25KN/m3

DEAD LOAD OF COLUMN=0.3*0.3*4.5*25

=10KN

2)BEAM

UNIT WEIGHT OF RCC :25KN/m3

DEAD LOAD OF BEAM:0.3*0.45*25

=3.4KN/m

3)WALL

UNIT WEIGHT OF WALL:20KN/m3

FOR EXTERIOR WALL=0.23*4.5*20

=20.7KN/m

FOR INTERIOR WALL=0.15*4.5*20

=13.5KN/m

4)SLAB

UNIT WEIGHT OF RCC:25KN/m3

DEAD LOAD OF SLAB=0.125*25

=3.1KN/m2

CALCULATE LIVE LOAD (AS PER IS 875 PART 2)

KITCHEN=2KN/m2

BEDROOM=2KN/m2

LIVINGROOM=2KN/m2

BATH=2KN/m2

BALCONIES=3KN/m2

CALUCULATION FOR WIND LOAD (AS PER IS 875 PART 3)

WIND LOAD SHALL BE CONSIDER FOR BUILDING EXCEEDING 10M HEIGHT BUT THIS BUILDING HEIGHT IS LESS THAN 10M SO WIND LOAD CAN BE NEGLATAD